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| 1 | Sewer connection Work in Sector 15 &16 majhola Yojana No-4 Phase-2(Vistar)Moradabad |
| 2 | Dismentling manually or by mechanically means including stacking of serviceable material and disposal of unserviceable material with in 50 M as per direction of Engineer incharge.[ DAR- 15.43.1] |
| 3 | Supply laying and jointing 150mm dia RCC NP2 class S & S pipes ISI mark. Carting and Lowering the same in trenches placing in position true to alignment and gradient makes in the Joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sant mortar including excavation of earth work below invert of sever for jointing material etc. but inluding excavation and refilling trenches from ground level to innvert level of the pipe complete. (As per SI No- 3069 UP Jal Nigam) |
| 4 | Construction of sewer connecting chamber inner size 0.45×0.45×0.60 M with brick work in 1:4 cement and coarse sand mortar i/c neccessary excavation, foundation concrete in 1:4:8 cement, coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse sand mortarfinished with floating coat of neat cement, R.C.C. cover in 1:1.5:3 cement coarse sand and 20 mm graded stone grit 25 mm thick P.C.C. flooring in 1:2:4 cement,Coarse sand & 20mm graded stone grits. |
| 5 | Making connection in manhole of existing sewer lineincluding breaking wall of manhole and making good the wall. Floor with cement concrete mix 1:2:4 cement, coarse sand and 20mm graded stone grit, cement plaster on both side the wall in 1:3 cement and coarse sand mortar finished with a floating coat of neat cement and making necessary channels for the drain etc complete in all respect. (As per D.S.R. item 19.21.1) |
| 6 | Providing, Laying, spreading and compacting graded stone aggregate to wet mix macaham specifacation 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 as per MORT & H -406 |
| 7 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using pressure distributor @ 0.60 kg per using mechanical means. |
| 8 | 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 bituminous binder (VG-30) @ 3.30 percent by weight of total mix and filler, transporting to work site laid over a previsouly prepared surface with laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions. |
| 9 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm. on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 10 | Providing and laying Semi dense graded bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% of total mix and filler, transporting to Hot Mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions as per MORTH specification complete in all respect. |
| 11 | Water connection at Sector 15 &16 majhola Yojana No-4 Phase-2 (Vistar) Moradabad |
| 12 | Dismentling manually or by mechanically means including stacking of serviceable material and disposal of unserviceable material with in 50 M as per direction of Engineer incharge.[ DAR- 14/15.43.1] |
| 13 | Supply and laying of 15 mm dia CPVC pipe of prince, kissan, Supreme and other opproved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes joints of pipes & fitting i/c supply of all material, labour and T&P ete & including cost of excavation in trenches, required for proper completion of the work. D.A.R. 18.9.1 |
| 14 | Supply and laying of 25 mm dia CPVC pipe of prince, kissan, Supreme and other opproved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes joints of pipes & fitting i/c supply of all material, labour and T&P ete & including cost of excavation in trenches, required for proper completion of the work.D.A.R 18.9.3 |
| 15 | Supply and fixing of 15 mm dia CPVC end cap including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 16 | Making connection in 100 to 200 mm dia P.V.C. Existing mains withincluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material, labour and T&P etc required for proper completion of the work. |
| 17 | 15 mm dia cpvc pipe |
| 18 | 25 mm dia cpvc pipe |
| 19 | Providing, Laying, spreading and compacting graded stone aggregate to wet mix macaham specifacation 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 as per MORT & H -406 |
| 20 | Taking 50% Qty of Dismentled Material as per Item No-1(ii)New Material |
| 21 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using pressure distributor @ 0.60 kg per using mechanical means. |
| 22 | For the pipe which cross the roads. |
| 23 | 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 bituminous binder (VG-30) @ 3.30 percent by weight of total mix and filler, transporting to work site laid over a previsouly prepared surface with laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions. |
| 24 | For the pipe which cross the roads |
| 25 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm. on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 26 | For the pipe which cross the roads. |
| 27 | Providing and laying Semi dense graded bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% of total mix and filler, transporting to Hot Mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions as per MORTH specification complete in all respect. |
| 28 | For the pipe which cross the roads. |
