Meerut Development Authority has published Tender For Laying Of Sewer Line From Sheel Kunj To Trunk Sewer Line Near Madhur Vihar Gate (Pallav Puram).. Submission Date for this Tender is 09-03-2024. Sewerage Construction Tenders in meerut Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | E/W in excavation for laying swers manholes gully, pits, lchamiers, sumps etc. in ordinary soi;(earth sand, loam & clay) including cutting of joints pits, trimming, the same including removal of surplus earth or other dismantled materials upto a distance of 50m from the center of tranches. (AR) |
| 2 | (0.0-1.5) M BGL |
| 3 | (1.50-3.00)M BGL |
| 4 | (3.00-4.50)M BGL |
| 5 | 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 |
| 6 | 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 |
| 7 | 450 mm Dia |
| 8 | 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) |
| 9 | 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) |
| 10 | 450mm Dia pipe |
| 11 | (0.0-1.5) M BGL |
| 12 | (1.50-3.00)M BGL |
| 13 | (3.00-4.50)M BGL |
| 14 | 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 |
| 15 | 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) |
| 16 | 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) |
| 17 | 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 |
| 18 | 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 densitytransported to the site laid over a previouslyprepared 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. |
| 19 | P/L semi-dense bitumenous concretewith 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 |
| 20 | 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) |
| 21 | 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) |
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