BID Document for Guest House with Boundary Wall.pdf - Integrated ...

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sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 2 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern 3 Providing Waterproofing treatment over concrete roof surface old or new ( by the application of 2 coats of slurry prepared with latex of approved brand , water and cement in the proportion of ( l.PW CEMENT 1:4:6) by volume , with brush in a time gap of minimum 4(four) hours to 14(fourteen hours between the two layers, laying 20mm thick & sand & cement consolidated plaster (1:4) admixed with plastocrete super of approved brand 0.2% by weight of cement, laying flat 1st class Brick Bats/ Bricks over the mortar keeping a gap of 10-20mm between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20mm thick sand & cement plaster (1:4) admixed with plastocrete super as above over the brick layer, the top surface of the treatment should be chequered to provide the antistrip property a) By Bricks ( cement 25.66 kg/sqm.) 4 Supplying, fitting and fixing P.V.C. pipes of approved make of (medium duty) conforming to ASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece, etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. For exposed work PVC pipes 100 dia P.V.C. pipe Sq.m 136.54 Sq.m 257.01 Mtrs 28.00 SCHEDULE OF QUANTITIES FOR OFFICE A. EARTHWORK 1 Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed spoil but excluding laterite or sandstone) including removing. Spreading or stacking the spills within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. levelling. dressing and ramming the bottom. bailing out water as required complete a Depth of foundation upto 1500mm %Cum 3.34 b Depth of foundation exceeding 1500mm %Cum 1.0 2 Earth work is filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer 98
complete.(Payment to be made on basis of measurement of finished quantity of work). a With earth obtained from excavation of foundation. %Cum 3.19 b With carried earth arranged by contractor within a radius of %Cum 0.25 3km including cost of carried earth 3(a) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 5 Litres per Sq.M of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of plinth treated.) Sqm 58.65 3(b) Pre-constructional ant termite measures Treatment to the back filling of RCC foundation with chemical emulsion by admixing Chloropyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 liters per sqm of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS-6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated). Sqm 203.00 4 Filling in foundation or plinth by silver sand in layers not exceeding 150mm by thorough saturation with water, ramming complete exceeding 150 mm as directed and consolidating the same including the cost of supply of sand. (Payment to be made on measurement of finished quantity) %Cum. 0.86 B. CEMENT CONCRETE WORK 1 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS code (a) Pakur variety Cum 40.75 2 Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation. (i) Pakur Variety [using concrete mixture] M 25 Grade upto plinth Cum 120.37 Ground Floor Cum 69.29 1st Floor Cum 53.25 99
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W-2 GOVERNMENT OF WEST BENGAL INTEG
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GOVERNMENT OF WEST BENGAL INTEGRATE
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SECTION 1: INSTRUCTIONS TO BIDDERS
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A. General 1. Scope of Bid 1.1 The
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(d) (e) The contractor or his ident
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B. Bidding Documents 8. Content of
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15.2 In exceptional circumstances,
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20.2 The Employer may extend the de
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29.2 In evaluating the Bids, the Em
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(ii) (iii) “fraudulent practice
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Contractor's Bid Construction of Gu
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Qualification Information The infor
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1.6 Qualifications and experience o
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Integrated Coastal Zone Management
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2 To be used only if the Contractor
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Agreement Form Agreement This agree
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SECTION 3: CONDITIONS OF CONTRACT 3
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Conditions of Contract A. General 1
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(5) Conditions of Contract includin
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16. Contractor to Construct the Wor
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28.1 The Engineer-in-charge shall e
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timing of the work in the Variation
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47. Price Adjustment 47.1 Contract
Page 47 and 48: the Engineer-in-charge shall issue
Page 49 and 50: (i) (ii) (iii) (iv) (v) “corrupt
Page 51 and 52: d) Maternity Benefit Act 1951: The
Page 53 and 54: 3. Assignment of the contract may b
Page 55 and 56: S. No. Activity 3. Consultation and
Page 57 and 58: S. No. Activity Measures to be Impl
Page 59 and 60: Contract Data Items marked "N/A" do
Page 61 and 62: (iv) Personal injury or death insur
Page 63 and 64: The advance shall be repaid from ea
Page 65 and 66: GENERAL SPECIFICATIONS 1.0 SCOPE OF
Page 67 and 68: S. No. IS No. DESCRIPTION 1 IS-1200
Page 69 and 70: 82 IS:2963 83 IS:3004 84 IS:3311 Wa
Page 71 and 72: Bricks shall be of first class qual
Page 73 and 74: e moved around the top edge of the
Page 75 and 76: 8.9 Bar Bending Schedule: Concrete
Page 77 and 78: 9.3 Protections And Curing The cont
Page 79 and 80: DETAILED TECHNICAL SPECIFICATION FO
Page 81 and 82: 6.0 SHORING WORKS 6.1 General: Shor
Page 83 and 84: When testing a pipeline hydraulical
Page 85 and 86: (i) (ii) (iii) procurement & supply
Page 87 and 88: the worst weather and flooding cond
Page 89 and 90: All valves shall be provided with c
Page 91 and 92: SECTION 6: Layout Drawings of the w
Page 93 and 94: SCHEDULE OF QUANTITIES FOR GUEST HO
Page 95 and 96: 2 Brick work with 1st class bricks
Page 97: smooth finish acrylic exterior emul
Page 101 and 102: approved brand (size not less than
Page 103 and 104: and including smoothening surface b
Page 105 and 106: 8.1 5/6 amps switch Each 30 8.2 15/
Page 107 and 108: sets of G.I. nut bolt & spring wash
Page 109 and 110: power unit having suitable rating S
Page 111 and 112: as required. 19.0 Installation of e
Page 113 and 114: 40.2 63 Amp DP Each 1 41.0 Providin
Page 115 and 116: (i) 590 mm X 390 mm X 380 mm 9 Supp
Page 117 and 118: clamps 750 mm long 4 Installation o
Page 119 and 120: all specials . No separate payment
Page 121 and 122: stacking the spills within a lead o
Page 123 and 124: cc manhole cover of approved make s
Page 125 and 126: acing for concrete slabs , beams, a
Page 127 and 128: 4.0 Laying and fixing of one number
Page 129 and 130: The rate shall be inclusive of supp
Page 131 and 132: Note: (1) Item for which no rate or
Page 133 and 134: Forms of Securities Acceptable form
Page 135 and 136: PERFORMANCE BANK GUARANTEE To: ____
Page 137: BANK GUARANTEE FOR ADVANCE PAYMENT
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