BID DOCUMENT - IDCO
BID DOCUMENT - IDCO BID DOCUMENT - IDCO
Sl. Description of items of work Qnty. Unit Rate in Fig. Rate in Words Amount No. 1 2 3 4 5 6 7 A4 Providing, laying, preading WBM 75mm 173.33 Cum thick compacted using granite stone aggregates of 63mm down to 45mm size(Grade-II) in road formation including spreading, hand packing, rolling with 8-10 Tonne PRR in stages to proper grade and camber, filling the interstices of coarse aggregate with stone screening, watering and compacting by PRR to required density including cost, conveyance, royalties & taxes of all material, cost of labour , including hire & running charges of PRR etc complete as per drawing & specification and in accordance with clause 404 & section 900 of Specification for Road & Bridge work of MORT&H (4th Revision) & direction of Engineer in charge. A5 Providing, laying, spreading WBM 346.65 Cum 75mm thick compacted using granite stone aggregates of53mm down to 22.5mm size(Grade-III) in road formation including spreading, hand packing, rolling with 8-10 Tonne PRR in stages to proper grade and camber, filling the interstices of coarse aggregate with stone screening, watering and compacting by PRR to required density including cost, conveyance, royalties & taxes of all materials, cost of labour , including hire & running charges of PRR etc complete as per drawing & specification and in accordance with clause 404 & section 900 of Specification for Road & Bridge work of MORT&H (4th Revision) & direction of Engineer in charge. A6 Providing and applying primer coat with 2310.99 Sqm bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60 kg/sqm using mechanical means and completing the work in accordance with Clause 502 of MORT&H Specification for Road &Bridge works (4 th Revision) including cost, conveyance, taxes of all material, cost of labour, T&P, sundries etc. complete as directed by the Engineer-in-charge. 81
Sl. Description of items of work Qnty. Unit Rate in Fig. Rate in Words Amount No. 1 2 3 4 5 6 7 A7 Providing and applying tack coat with 2310.99 Sqm bitumen emulsion using emulsion pressure distributor @ 0.2 kg /sqm on the prepared bituminous/ granular surface cleaned with mechanical broom and completing the work in accordance with Clause 503 of MORT&H Specification for Road & Bridge works (4th Revision) including cost, conveyance, taxes of all material, cost of labour, T&P, sundries etc. complete as directed by the Engineer-in-charge. A8 Scraping, cleaning the road surface including removing dust and other foreign materials from the road surface for laying one coat of protective surface dressing using 0.15 cubic metre of 12mm size crusher broken hard granite stone chips of approved quality & from approved quarry and 12 Kg of bitumen of penetration grade (60/70) per 10 sqm including tackcoat, conveying chips from stacks, heating bitumen to required temperature, conveying hot binder from boiler for tack coat, applying tack coat on road surface, conveying and laying chips to required grade and camber including hand packing and rolling with PRR including cost, conveyance, royalties, taxes of all material, cost of labour, hire & running charges of all required machinaries, T&P etc. complete and in accordance with clause 510 of Specification for Road & Bridge work of MORT&H (4th Revision) & direction of Engineer in charge. 2310.99 Sqm 82
- Page 31 and 32: (c) Where it is necessary to mainta
- Page 33 and 34: Any error in the specification or i
- Page 35 and 36: NOTES :- SCHEDULE OF ITEMS 1. Detai
- Page 37 and 38: Dated this ........................
- Page 39 and 40: 7. All the measurement shall be joi
- Page 41 and 42: SPECIAL NOTE 1. The rates to be quo
- Page 43 and 44: Should this tender be accepted I/We
- Page 45 and 46: EARNEST MONEY DEPOSIT Ref. No._____
- Page 47 and 48: SECURITY DEPOSIT BANK GUARANTEE PRO
- Page 49 and 50: PERFORMANCE GUARANTEE FORMAT PROFOR
- Page 51 and 52: A G R E E M E N T The Agreement is
- Page 53 and 54: GENERAL RULES AND DIRECTIONS FOR TH
- Page 55 and 56: Infrastructure Development Corporat
- Page 57 and 58: CONDITIONS OF CONTRACT 56
- Page 59 and 60: In any case in which under any clau
- Page 61 and 62: Contractor shall forthwith pay the
- Page 63 and 64: NO COMPENSATION FOR ALTERATION IN O
- Page 65 and 66: sustained owing to neglect of the a
- Page 67 and 68: The Corporation shall be entitled t
- Page 69 and 70: CLAUSE - XXXVIII: The consumption o
- Page 71 and 72: i) The Contractor shall maintain a
- Page 73 and 74: SPECIAL CONDITIONS OF FORMING A PAR
- Page 75 and 76: 9. All centering/ shuttering and sc
- Page 77 and 78: 33. Under no circumstances interest
- Page 79 and 80: SPECIAL TERMS & CONDITIONS FOR SAFE
- Page 81: TENDER SCHEDULE CONSTRUCTION OF PRO
- Page 85: Sl. Description of items of work Qn
Sl.<br />
Description of items of work Qnty. Unit Rate in Fig. Rate in Words Amount<br />
No.<br />
1 2 3 4 5 6 7<br />
A4 Providing, laying, preading WBM 75mm 173.33 Cum<br />
thick compacted using granite stone<br />
aggregates of 63mm down to 45mm<br />
size(Grade-II) in road formation<br />
including spreading, hand packing,<br />
rolling with 8-10 Tonne PRR in stages<br />
to proper grade and camber, filling the<br />
interstices of coarse aggregate with stone<br />
screening, watering and compacting by<br />
PRR to required density including cost,<br />
conveyance, royalties & taxes of all<br />
material, cost of labour , including hire<br />
& running charges of PRR etc complete<br />
as per drawing & specification and in<br />
accordance with clause 404 & section<br />
900 of Specification for Road & Bridge<br />
work of MORT&H (4th Revision) &<br />
direction of Engineer in charge.<br />
A5 Providing, laying, spreading WBM 346.65 Cum<br />
75mm thick compacted using granite<br />
stone aggregates of53mm down to<br />
22.5mm size(Grade-III) in road<br />
formation including spreading, hand<br />
packing, rolling with 8-10 Tonne PRR in<br />
stages to proper grade and camber,<br />
filling the interstices of coarse aggregate<br />
with stone screening, watering and<br />
compacting by PRR to required density<br />
including cost, conveyance, royalties &<br />
taxes of all materials, cost of labour ,<br />
including hire & running charges of PRR<br />
etc complete as per drawing &<br />
specification and in accordance with<br />
clause 404 & section 900 of Specification<br />
for Road & Bridge work of MORT&H<br />
(4th Revision) & direction of Engineer in<br />
charge.<br />
A6 Providing and applying primer coat with 2310.99 Sqm<br />
bitumen emulsion on prepared surface<br />
of granular base including clearing of<br />
road surface and spraying primer @<br />
0.60 kg/sqm using mechanical means<br />
and completing the work in accordance<br />
with Clause 502 of MORT&H<br />
Specification for Road &Bridge works (4<br />
th Revision) including cost, conveyance,<br />
taxes of all material, cost of labour,<br />
T&P, sundries etc. complete as<br />
directed by the Engineer-in-charge.<br />
81