BID Document for Guest House with Boundary Wall.pdf - Integrated ...
BID Document for Guest House with Boundary Wall.pdf - Integrated ... BID Document for Guest House with Boundary Wall.pdf - Integrated ...
(Payment to be made on measurement of finished quantity) 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 41.74 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 125.41 Ground Floor Cum 51.47 1st Floor Cum 52.27 Above Roof Cum 18.68 3 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs , beams, columns , lintels curved or straight including fitting , fixing and striking out after completion of works (upto roof of ground floor) ply shutttering upto plinth Sqm 323.07 Ground Floor Sqm 436.55 1st Floor Sqm 445.65 Above Roof Sqm 163.93 4 Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction tor steel/ Mild steel M.T. 25.00 C BRICKWORK 1 Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 94 Sqm 417.00
2 Brick work with 1st class bricks in cement mortar (1:6) upto plinth Cum 19.63 Ground Floor Cum 53.37 1st Floor Cum 76.51 3 125mm thick brick work with 1st class bricks in cement mortar (4:1) in different floors. Ground Floor Sqm 173.97 1st Floor Sqm 236.09 D PLASTERING 1 Plaster (to wall , floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating or roughening of concrete surface , including throating , nosing and drip course where necessary a)20 mm thick plaster (External) 1:4 Ground floor Sqm 429.75 1st floor Sqm 279.17 Mumty Sqm 290.74 b) 15 mm thick plaster (Internal) 1:4 Ground floor Sqm 445.31 1st floor Sqm 422.36 Mumty Sqm 57.36 c)10 mm thick plaster (Ceiling) 1:4 Ground floor Sqm 112.07 1st floor Sqm 353.90 Mumty Sqm 41.09 E FLOORING 1 Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry backside of tiles using cement @ 2.91Kg./Sq.M or using polymerised adhesive (6mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course ) laid after application slurry using 1.75kg of cement per sqm below mortar only, joints grouted with admixture of white cement & colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed & removal of wax coating of top surface of tiles with warm water & polishing the tiles using soft & dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in- Charge. (white cement, synthetic adhesive and grout material to be supplied by agency) (I).(B) Light Colour Sqm 453.33 2 Supplying, fitting & fixing 1st quality ceramic tiles of any size having mat finish in walls with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles using cement @2.91 kg/Sqm & Joint filling using white cement slurry @ 0.20 Kg/Sqm (Coloured decorative) Sqm 99.53 F DOOR/WINDOWS 95
- Page 43 and 44: timing of the work in the Variation
- Page 45 and 46: 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: SCHEDULE OF QUANTITIES FOR GUEST HO
- Page 97 and 98: smooth finish acrylic exterior emul
- Page 99 and 100: complete.(Payment to be made on bas
- 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
(Payment to be made on measurement of finished quantity)<br />
B. CEMENT CONCRETE WORK<br />
1 Ordinary cement concrete (mix 1:2:4) <strong>with</strong> graded stone<br />
chips (20mm nominal size) excluding shuttering and<br />
rein<strong>for</strong>cement, if any, in ground floor as per relevant IS<br />
code<br />
(a) Pakur variety Cum 41.74<br />
2 Controlled Cement concrete <strong>with</strong> well graded stone chips<br />
(20 mm nominal size ) excluding shuttering and<br />
rein<strong>for</strong>cement <strong>with</strong> complete design of concrete as per IS :<br />
456 and relevant special publications submission of job mix<br />
<strong>for</strong>mula after preliminary mix design after testing of<br />
concrete cubes as per direction of Engineer-in charge<br />
Consumption of cement will not be less than 300 Kg of<br />
cement <strong>with</strong> Super plasticiser per cubic meter of controlled<br />
concrete but actual consumption will be determined on the<br />
basis of preliminary test and job mix <strong>for</strong>mula. In ground<br />
floor and foundation.<br />
(i) Pakur Variety<br />
[using concrete mixture]<br />
M 25 Grade<br />
upto plinth Cum 125.41<br />
Ground Floor Cum 51.47<br />
1st Floor Cum 52.27<br />
Above Roof Cum 18.68<br />
3 Hire and labour charges <strong>for</strong> shuttering <strong>with</strong> centering and<br />
necessary staging upto 4 m using approved stout props and<br />
thick hard wood planks of approved thickness <strong>with</strong> required<br />
bracing <strong>for</strong> concrete slabs , beams, columns , lintels curved<br />
or straight including fitting , fixing and striking out after<br />
completion of works (upto roof of ground floor)<br />
ply shutttering<br />
upto plinth Sqm 323.07<br />
Ground Floor Sqm 436.55<br />
1st Floor Sqm 445.65<br />
Above Roof Sqm 163.93<br />
4 Rein<strong>for</strong>cement <strong>for</strong> rein<strong>for</strong>ced concrete work in the all sorts<br />
of structures including distribution bars, stirrups, binders<br />
etc. including supply of rods , initial straightening and<br />
removal of loose rust (if necessary), cutting to requisite<br />
length, hooking and bending to correct shape, placing in<br />
proper position and binding <strong>with</strong> 16 gauge black annealed<br />
wire at every intersection, complete as per drawing and<br />
direction<br />
tor steel/ Mild steel M.T. 25.00<br />
C<br />
BRICKWORK<br />
1 Single brick flat soling of picked jhama bricks including<br />
ramming and dressing bed to proper level and filling joints<br />
<strong>with</strong> powdered earth or local sand.<br />
94<br />
Sqm 417.00
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