Uttar Pradesh Housing And Development Board-UPAVP has published Tender For Construction Of Road Water Supply Line Sewer Line And Internal Drains And Culverts Due To Newly Created Plots In Sector 7A Of Majhola Yojna No 4 Phase 2 Moradabad. Submission Date for this Tender is 21-03-2024. Road Work Tenders in Moradabad Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Part A (Road Work) |
| 2 | Dag belling 15 cm. (6") deep in one line aligned with flag and Jhandies as directed by the Engineer Incharge. |
| 3 | Laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness compacting 10 cm loose to 7.5 cm, handpacking, rolling with 3- Wheled steel roller 8-10 tones in stages to proper grade & camber, applying and brooming requisite type of screening, binding material to fill up the interstices of coarse aggregate watering & compacting to the required density. (MORTH Specification No. 404) (45-90mm Gauge Stone Ballast/First coat) |
| 4 | Same as item no - 2 above but for 45 63 mm guage stone ballast in thickness compacting 10 cm loose to 7.5 cm. |
| 5 | Same as item no - 2 above but for 22.4- 53 mm guage stone ballast in thickness compacting 8 cm loose to 6 cm. |
| 6 | Providing & applying primer coat with bitumen emulsion of medium setting on prepared surface of granular base including cleaning of road surface & spraying primer @ 0.60 Kg/Sqm using M/c means (MORTH Specification No. 502) |
| 7 | Providing, laying and rolling of close- grade premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade & level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying & rolling with a smooth wheeled roller 8-10 tones capacity and finishing to required level grade. and Specification No. 512) (MORTH Specification No. 512) |
| 8 | Brick edging on both side the roads with first class (M-150) brick on edge laid with mud mortar including lever on and supply of bricks finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the E/I. |
| 9 | Part B (Drain culvert) |
| 10 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M & lead up to 30m including filling watering & rammig of excavated earth into the trenches or in to the space between the building & the side of foundation treches or into the plinth & removal & disposal of surplus earth as direction by E/1 up to distance of 30mfrom the foundation treches. |
| 11 | Concrete with 40mm Gauge graded Stone ballast coarse sand of 2.20 - 3.60 F.M and cement in proportion of 12: 6 : 1 in foundation and under floors including supply of all material, labour andT & P etc. Required for proper completion of thework. |
| 12 | M-150 class brick work in 1:6 cement coarse sand of 1.50 - 2.00 F.M mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for the proper completion of the work. |
| 13 | Flush pointing with cement mortar consisting of one part cement and two parts of fine sand of 1.25 F.M. on brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 14 | Struck pointing with cement mortar consisting of one part cement and two parts of fine sand of 1.25 F.M. on brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 15 | 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. |
| 16 | Flush pointing with cement mortar consisting of one part cement and two parts of fine sand of 1.25 F.M. on brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 17 | M.S.( Tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and excluding supply steel and its wastage, bend, hooks and authorised over lapping shall be measured |
| 18 | Paret C (Water Supply) |
| 19 | Excavation For pipe line inordinary soil (loam clay or sand) with liftupto1.5 M. & including filling back watering and ramming of exavated earth into the trenches& removal and disposal of surplus earth as directed by Engineer Incharge up to a distance of 30 Mtr. from the foundation trenches. |
| 20 | Providing and fixing PVC pipe with specialsconfirming to IS make and approved make 0f parishad working pressure 6 Kg./Cm incuding testing labour T&P and all complete fitting. |
| 21 | 100mm dia PVC pipe |
| 22 | Part D(Sewer) |
| 23 | Excavation in foundation in ordinary soil (loam, clay or sand) for depth given below ground level for laying of sewers, manholes, gully pits, chambers etc. including cutting of joints, pits, ramming, dressing leveling, refilling of trenches in 20 cm layers, watering, ramming the same including removal of surplus earth and there dismantled material up to a distane of 50.00 mt. from the center of trenches. |
| 24 | 0.00 to 1.50 mt. B.G.L. |
| 25 | Carting of following size of class Np2/ Np3 RCC pipes and specials in trench for the site of the work lowering of the pipe and other specials with the help of chain pulley crane etc. at different depth below ground level true to alignment and gradient the item including jointing of pipe with 1:2 cement & coarse sand mortar & jute the rate including all material, labour and T & P testing of pipes such as alignment & leakage etc. |
| 26 | NP3 class 250 mm dia RCC Hume pipe |
| 27 | 0.00 to 1.50 mt. B.G.L. |
| 28 | Providing all material and labour for construction of slab type brick massonary manhole of size 0.90 X 1.20 X 1.50 mt. Deep as per standard approved drawing and specification of U.P. Jal Nigam including required excavation and 0.225 cm.Thick base concrete in 1:4:8 cement, coarse sand and 40 cm gauge stone ballast and pcc with 1:2:4 cement, coarse sand, 20 mm gauge with stone grit and also including M-150 class brick work in 1:5 cement and coarse sand of 1.50-2.00 mortar in plaster shall be done 1:3 cement, coarse sand including S/F of ferro cement duly manhole cover of 600 mm dia with frame including R.C.C. slab in 1:1.5:3 cement, coarse sand and 20 mm gauge stone grit including supply of reinforcement also including its cutting, bending and binding wih 24 B.W.G. G.I. wire including supply of binding wire and also including necessary shuttering etc. andincluding supply and fixing of C.I. foot step of heavy quality 5.30 kg. for 90 cms. @ 30 cm. and fixing with P.C.C. 1:2:4 as per direction of E/I. |
| 29 | Extra over item No. 3 but for regulating shaft of slab type manhole size 0.90 X 1.20 X 1.50 mt. below on 1.50 mts. Depth. |
| 30 | Providing all material and labour for construction of sewer line connecting chamber of size 0.60 X 0.60 X 1.50 mt. Deep as per standard approved drawing and specification of U.P. Jal Nigam including required excavation and 0.225 cm.Thick base concrete in 1:4:8 cement, coarse sand and 40 cm gauge stone ballast and pcc with 1:2:4 cement, coarse sand, 20 mm gauge with stone grit and also including M-150 class brick work in 1:5 cement and coarse sand of 1.50-2.00 mortar in plaster shall be done 1:3 cement, coarse sand including S/F of ferro cement duly manhole cover of 600 mm dia with frame and also including supply and fixing of C.I. foot step of heavy quality 5.30 kg. for 90 cms. @ 30 cm. and fixing with P.C.C. 1:2:4 as per direction of E/I. |
| 31 | Extra over item No. 6 but for regulating shaft of 1.50 mt. deep and below of sewer connecting chamber size0.60 X 0.60 X 1.50 mt. below 1.50 mts. Depth. |
| 32 | Supply of Np3 class 250 mm dia RCC hume pipe confirm to I.S. specification and approved by parishadincluding cartage up to site complete. |
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