Moradabad Development Authority Tender
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The Moradabad Development Authority has issued a formal invitation for competitive bids for 4 Sweekrit Circulation Plan Ke Anusar Sambhal Road Link Marg Ke Pas Prastavit 18m Wide Road Evam Nali Ka Nirman Karya in Moradabad, Uttar Pradesh, with an estimated contract value of Rs. 84,09,807. The bid opening date for this tender is 22-12-2021 and the last date for bid submission is 28-12-2021. Interested bidders for Moradabad Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Moradabad Development Authority Tender
Eprocure
Opening Date22 Dec 2021
Closing Date28 Dec 2021
Tender Amount₹ 84,09,807
Costs
EMD
₹ 1,68,200Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MDA_661559_1Bid Award Id
ViewTender No
41/MDA/CE/21-22Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Concrete with 4 cm. gauge stone ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281 CH-5)/SOR-2020
41.5
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5500
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M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/SOR-2020
139
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6100
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
320
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3557
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Providing and applying Tack coat with bitumen 80/100 (V-10) on prepared surface of bituminious/granular Base including clearing of road surface and spraying primer at the rate of 0.30 kg/sqm using mechanical means.
1325
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17.6
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PART- B (CONSTRUCTION OF DRAIN )
Excavation in foundation in ordinary soil (
Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M fromthe foundation trenches. S.I. No. 251/SOR-2020
394
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110
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RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/SOR-2020
4.1
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7700
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R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in beem & WALLS excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/SOR-2020
81
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7800
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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with 80/100 (VG-10) bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Bitumen@ 3.3 per cent of mix)
100
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8385
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Construction of granular sub-base (GSB)in two layers by providing coarse graded material as per table 400-2 (grading-1) of MORT and H specification mixing by mix-in-place by at OMC Carriage of mixed material to site spreading in uniform in two layers with mortar graded (110 HP @ 50 cum per hour) on prepared surface and compaction with vibratory roller of 8-10 tonnes to achive the desired (minimum 98% of maximum dry density for the material ) including suplly of all materials, Labour,T&P etc. required for proper completion of the work as per clause 401 of MORT & H specification and as per direction of E/I (AR)
331
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3371
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.00 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
53
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11229
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R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in footing & raft excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 287 CH-5)/SOR-2020
32.5
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6500
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Providing and applying Tack coat with bitumen 80/100 (V-10) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.
1325
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54.5
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