Moradabad Development Authority has published Construction Of Road, Boundary Wall. - Tender For Water Pipeline Expansion Work.. Submission Date for this Tender is 05-02-2024. Road Work Tenders in moradabad Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- incharge with led of 4 km (PWD SI No-251+231A/2022 |
| 2 | Providing, laying, spreading and compacting of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 By Mix in Place Method |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specifcation 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 4 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 5 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on prepared bituminous / granular surface cleaned with mechenical broom |
| 6 | Providing and Laying ofbitumineous mecadam with 100-120 TPH batch type HMP producing an average aoutput of 75 Toons per hour using crushed aggreates of spccifed grading,premixed with butminous binder vc-30@3.4 percent by weight of total mix and fller, transporting the hot mix to work site laying with a hydrostatic,paver fnisher with senso control to the required gradfe ,level andalignment rolling with smooth wheeled,vibratory and tandom rollers to achieve thedesired compaction as per monthspecifcation clause No.507 complete in allrespects. |
| 7 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on prepared bituminous surface cleaned with mechenical broom |
| 8 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5 % 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 MORT&H specification clause No. 507 complete in all respects |
| 9 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7mm size and penetration bitument of suitable grade. 980/100(VG-10) bituminous. |
| 10 | Supply & Laying of 80 mm thick precast cement concrete paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O P cement, smooth high gloss finish, skid reditant, Manufactured from rubber moulds threw vibro-compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & weight 5 kg/no. confirming to IS: 15658- 2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I. Item No. 5(1) From page No. 51/PWD SOR 2020 |
| 11 | Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- incharge with lead of 50 m . (PWD SI No-251) |
| 12 | Cement Concrete with 4cm, guage approved Brick ballast coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (S.I.No.281/2022 |
| 13 | M-150 brick work in 1:4 (one cement and four coarse sand of 2.25 F.M. mortar) in foundation and including supply of all material and T &P etc. required for proper completion of work. (S.I. 307A) |
| 14 | Cement Concrete with 2cm, guage approved stone ballast coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (S.I.No.279A/2022 |
| 15 | 12 mm. thick plaster with 1 : 4 (one part cement & Four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cms. Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584) |
| 16 | Finishing wall with two coat of water proof cement paint snowecem of approved make and quality of new work with three coat to give and even shade inculding priparing surface by the throughly cleaning and send preparing and supply of all material laber and t&p etc. required for proper completion of the work. SI.No.(660+ 661) 2022 |
| 17 | Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- incharge with lead of 50 m . (PWD SI No-251) |
| 18 | Supply and laying 110mm internal dia P.V.C. pipe of 10kg/sqcm pressure and Finolex or Jindal make complete and including supply of all materials, labour and T&P etc. required for proper completion of the work. PSR as per C.B.No. 2409/2016 |
| 19 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 100 mm diameter |
| 20 | Construction of brick masonary house connection chamber of size 900x900x1000 mm.(Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) for sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fne sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, fnished with a foating coat of neat cement complete as per standard design. DSR (Attached) |
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