Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Dec 2023
Closing Date9 Jan 2024
Tender Amount₹ 89,83,000
Costs
EMD
₹ 1,80,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MDAUP_874468_1Tender No
01_588 Dated 23 December 2023Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
(3.00-4.50)M BGL
1365
462161
338.58
P/F Open timbering (covering 1/3 of surface for the depth upto 3.00mtr BGL consisting of planks for polling boards, 125mm*75mm indian sal wood wallers & 100 mm dia sal ballies for sturts including removal after laying of swer both sides of trench will be taken as purpose
4095
1355158
330.93
Supply of different dia RCC hume pipe NP-3 class socket and spigot type of standard make as per direction of E/I/C.(sor chapter 1 new item
-
-
-
450 mm Dia
455
679315
1493
Cement concrete with 4 cm guage approved stone grit coarse sand & cement in the proportion of 8:4:1 stone ballast, coarse sand and cement. (sor 22 SI.NO.28)
91
434980
4780
Carting and laying of RCC hume pipe NP-3 class & specials from srore to the working site of work, lowering the same into the trenches, true to alignment, caulking the joints with rubber ring & jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe cost of all jointing materials testing etc. complete. (App. Rate)
-
-
-
450mm Dia pipe
-
-
-
(0.0-1.5) M BGL
455
273873
601.92
(1.50-3.00)M BGL
455
291413
640.47
(3.00-4.50)M BGL
455
309613
680.47
Construction of 1200mm & 230mm thick RCC main hole of internam size 1.0x 1.2m. 3.0m including base concrete of M-20 MIX 1:2:4 of 15 cm thick and PCC 1:1:5:10 base concrete thickness 20 cm with B.B brick work in 1:3 cement and C sand mortar as per drawing RCC slab of (1.21x 1.21 x0.15) m size M-20 MIX including R/F upto .028 Qlts, in each M.H. and also including foot steps of PVC sheeted cast
20
734900
36745
Construction of mainhole regulating shaft (1.00 x1.20) M sime including earth work including bricks in 1:3 cement and coarse sand mortar of 3 Nos P.V.C sheethed cost iron foot steps in per meter length, plastering the wall surface with 12mm thick dado plaster in 1:3 cement and coarse sand mortar complete in all respect as perdirection of E/I(Analyzed Rate)
10
71464
7146.43
Providing, laying, spreading and compacting gradad aggregate to Granular Sub Base with close graded specification including primixing the material with water at OMC in mechanial mix plant carriage of mix material by tipper to site laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density complete as per clause 401(495 tonne)
313.95
1041780
3318.3
providing laying and spreading and compacting graded stone aggregate to wet MIX Macadom specification including premixing the material with and OMC in mechanical mix plant carriage of mix material by tipper to site laying in unifirm layer with paver in subbase coarse on well prepared and compacting with vibratory as per clause 401 WMM (Anayzed rate as per direction
313.95
1163467
3705.9
P/L biumenous macadam with 40&60 THP hot mix plant producing an average output ar 75 tons/hour using crushed aggregate grading premixing with 60/70 pentration grade bitumin for max @ 3.4% by weight of total mix considering 7.5 c3 density transported to the site laid over a previously prepared surface with paver finisher to the required grade level and road a predirection to engineer in charge it achieve the required density as per mpnyh norms.
109.2
869275
7960.4
P/L semi-dense bitumenous concrete with 40-60 THP HOT MIX plant producing an average output of 75 tons / hiouse using a crushed aggregate grading premixing with bitumin binde (VG 30)@ 5.0 R transported to the ste laid over a previously prepared surface with paver finisher to the required grade level and road a predirection to E/I to achive to Requried density as per morth norms
54.6
563526
10321
Providing , laying primer coat with slow emulsion using pressure distributor @0.50 kg/ sqm on prepared existing surface cleaned with mechanial broom (as per morth clause 502)
1365
49276
36.1
Provinding, laying primer coat with slow emulsion using pressure distributor @0.25 kg/ sm on prepared existing surface cleaned with mechanial broom (as per morth clause 502)
1365
25798
18.9
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