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| 1 | Providing, laying, cutting, jointing, and testing of 150mm TO 400mmi/d SW pipe sewer and 600mm i/d RCC NP3 pipe sewer and construction of MH chamber, 3 Nos. IPS at various places and all othere works contingent thereto at Zirakpur. ABSTRACT OF QUANTITY S No. CSR ITEM DESCRIPTION UNITS SEWER LINES IPS HATCH BOX VER. SHAFT Total |
| 2 | 10.7(b) |
| 3 | 10.12 |
| 4 | 10.17 |
| 5 | 10.46 |
| 6 | 10.47 |
| 7 | 15.48 |
| 8 | 18.17 |
| 9 | 29.5 upto 3.00 mtr. Cum |
| 10 | 29.63 f 400 mm i/d Meter |
| 11 | 29.64( i) f 800 mm i/d Meter |
| 12 | 29.36 ( C) b ) 560mm i/d Extra Heavy Duty Each |
| 13 | 29.37 (b) |
| 14 | 29.40 (B) |
| 15 | 29.69 (B) |
| 16 | 29.94 b |
| 17 | 29.95 a |
| 18 | 24.4 (B) |
| 19 | /24.13 With new material cum With old material cum |
| 20 | /24.14 With new material cum With old material cum |
| 21 | /24.24 |
| 22 | /NS For stone metal 63-45mm cum For stone metal 53-22.4mm cum Total:- Providing, laying, cutting, jointing, and testing of 400mm and 800mmi/d RCC NP3 Pipe Sewer and Const. of M.H Chamber and all other works contingent thereto in various streets at Zirakpur. (Old Kalka road to Gazipur Phatak) ABSTRACT OF QUANTITY S No. CSR ITEM DESCRIPTION UNITS Sewer line 16\\" & 32 \\" MH 16\\" MH 32\\" Total |
| 23 | 10.7(b) |
| 24 | 10.12 |
| 25 | 10.17 |
| 26 | 10.46 |
| 27 | 10.47 |
| 28 | 15.48 |
| 29 | 18.17 |
| 30 | 29.5 upto 3.00 mtr. Cum 4677.0 6.0 246.0 4929.0 |
| 31 | 29.63 f 400 mm i/d Meter 30.0 0.0 0.0 30.0 |
| 32 | 29.64( i) f 800 mm i/d Meter 1236.0 0.0 0.0 1236.0 |
| 33 | 29.36 ( C) b ) 560mm i/d Extra Heavy Duty Each 1.0 26.0 27.0 |
| 34 | 29.37 (b) |
| 35 | 29.40 (B) |
| 36 | 29.69 (B) |
| 37 | 29.94 b |
| 38 | 29.95 a |
| 39 | 24.4 (B) |
| 40 | /24.13 With new material cum 2.0 58.0 60.0 With old material cum 1.0 38.0 39.0 |
| 41 | /24.14 With new material cum 2.0 58.0 60.0 With old material cum 1.0 38.0 39.0 |
| 42 | /24.24 |
| 43 | /NS For stone metal 63-45mm cum 0.5 6.0 6.5 For stone metal 53-22.4mm cum 0.5 6.0 6.5 Total:- Providing, laying, cutting, jointing and testing of 400mm i/d SW and 800mm i/d RCC NP3 with HDPE lining Pipe Sewer and Const. of M.H Chamber and all other works contingent thereto at Old Kalka road Zirakpur. SCHEDULE OF ITEMS OF WORK App. Cost Rs.121.53 Lac Sr./CSR Description Qty. Unit Rate No. 1/9.1 Shuttering for faces of concrete foundation & foundation beams (vertical or battering) 47.0 Sqm 158.31 29 2/9.8 Centering & shuttering for flat surfaces 60.0 Sqm 204.01 29 3/10.7 (b) Cement Concrete 1:6:12 with Stone Ballast 40mm gauge. 541.0 Cum 2150.5 29 4/10.12 Cement Concrete 1:2:4 with stone ballast or shingle 9.0 Cum 3527.69 29 5/10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type mixer but excluding steel reinforcement centring and shuttering in foundation & plinth 18.0 Cum 4654.49 29 6/ 10.46 Extra for mechnical mixer used by the contractor at his own cost (Voluemetric type) 550.0 Cum 88.5 29 7/11.5 First class burnt brick work laid in cement sand morter 1:5 in foundation and plinth 16.0 Cum 3827.64 29 8/11.6 First class burnt brick work laid in cement sand morter 1:5 66.0 Cum. 4108.84 29 in First storey upto 4 metres above plinth level. 9/15.7 12.5mm thick cement plaster 1:2 202.0 Sqm 150.05 29 10/15.48 Cement rendering on plaster 1mm thick 202.0 Sqm 40.78 29 11/24.3 (a) Dismantling of bituminous courses of flexible pavements by manual means and disposal of dismentled material ( Assume 200mm thickness ) 205.0 Cum 597.51 29 12/ 18.18 Cold twisted deformed (ribbed/ tor steel) bars fe 500 grade as per IS 1786-2008 for RCC works where not included in the complete rate of RCC including bending, binding and placing in position complete. 16.0 Qtl. 5993.65 29 13/29.5 . . . . . Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. 4769.0 Cum 65.55 29 5 A For depth not exceeding 3 m. B.G.L. (a) For all classes of soil except rocky 14/5.2 Carriage of Sand AV lead 69 Km. (from Bhartgarh) (Beyond 5 km) 5-60 km. 303.0 Cum 360.31 29 61-69 km. 303.0 Cum 18.36 29 Carriage of Bajri AV lead 255 Km. (from Pathankot) (beyond 5km.) 5-60 km. 618.0 Cum 360.31 29 61-150km. 618.0 Cum 183.6 29 151-255km. 618.0 Cum 132.83 29 15/29.63 Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects. f) 400 mm i/d pipe 30.0 mtr. 2115.2 29 16/29.64 Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects. I RCC PIPE CLASS NP3 f) 800mm i/d 1236.0 mtr. 7346.2 29 17/29.36 Providing and fixing of RCC Man Hole covers & Frames including Cement Concrete copping 1:2:4 around the frame ( C) d ) 560mm i/d Extra Heavy Duty 27.0 Each 1844.55 29 18/ 29.37 (b) Providing orange colour safety footrest including fixing in manholes with cement concrete block 1:2:4 complete. 107.0 Each 144.74 29 0.0929 0.038 0.41 19/ 29.40 (b) Providing & fixing RCC vent shaft 9.10 mtr. Long excluding cost of connection pipe complete in all respects. 1.0 Each 29884.75 29 0.0505 0.54 20/29.69 (B) Providing and fixing 150 mm dia RCC NP2 S&S pipe for connection from vent shaft to manhole. 9.0 Mtr. 402.4 29 0.0735 0.79 21/29.94 b Making connection of sewer line with existing manhole complete in all respects (Pipe ewer) 1.0 Each 189.5 29 0.0945 1.02 22/29.103 Extra for making connection of sewer line with existing manhole complete in all respects. 2.0 Each 4550.3 29 0.133 1.43 23/24.4 Compacting original ground below embankment 0.17 1.83 b) Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications 205.0 cum 26.28 29 24/24.13 Water bound maccadam grading II Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications With new material 22.0 cum 1165.05 29 With old material 15.0 cum 318.36 29 25/24.14 Water bound maccadam grading III Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications With new material 22.0 cum 1188.41 29 With old material 15.0 cum 318.36 29 26/24.24 Surface Dressing Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORT&H specifications 489.0 sqm. 78.9 29 27/NS Less diff of bitumen rate 293.0 cum -1.07 Rs.1 & paise seven only 28/NS Diff of quary site rate including contractor profit and cess For stone metal 63-45mm 12.0 cum -96.17 29 For stone metal 53-22.4mm 12.0 cum -96.33 29 29/Note Less difference of rate of bajri in Distt. SAS Nagar Pathankot 618.0 Cum -65.5 29 30/Note Add difference of rate of sand in Distt.SAS Nagar. (Bharatgarh) 303.0 Cum 139.07 29 31/Note Add extra for bricks for Distt.SAS Nagar 39360.0 1000 Nos. 377.74 29 Providing, laying, cutting, jointing, and testing of 400mm and 800mmi/d RCC NP3 Pipe Sewer and Const. of M.H Chamber and all other works contingent thereto in various streets at Zirakpur. (Old Kalka road to Gazipur Phatak) ABSTRACT OF COST Cost Rs. 121.53 Lac S No. CSR ITEM DESCRIPTION Qty UNITS Rate C.P. TOTAL RATE TOTAL AMOUNT in Rs. |
| 44 | /10.7(b) |
| 45 | /10.12 |
| 46 | /10.17 |
| 47 | /10.46 (II) |
| 48 | /11.5 |
| 49 | /11.6 |
| 50 | /15.7 |
| 51 | /15.48 |
| 52 | /24.3 |
| 53 | /18.18 |
| 54 | /29.5 3.00 mtr. to 4.50 mtr. 4769.0 Cum 65.55 0.0 65.55 312608.0 |
| 55 | /5.2 5-60 km. 303.0 Cum 288.25 0.25 360.31 109174.0 61-69 km. 303.0 Cum 15.3 0.2 18.36 5563.0 Carriage of Bajri AV lead 255 Km. Pathankot 5-60 km. 618.0 Cum 288.25 0.25 360.31 222672.0 61-150km. 618.0 Cum 153.0 0.2 183.6 113465.0 151-255km. 618.0 Cum 115.5 0.15 132.83 82089.0 |
| 56 | /29.63 f 400 mm i/d 30.0 Meter 2115.2 0.0 2115.2 63456.0 |
| 57 | /29.64( i) f 800 mm i/d 1236.0 Meter 7346.2 0.0 7346.2 9079903.0 |
| 58 | /29.36 ( C) b ) 560mm i/d Extra Heavy Duty 27.0 Each 1844.55 0.0 1844.55 49803.0 |
| 59 | /29.37 (b) |
| 60 | /29.40 (B) |
| 61 | /29.69 (B) |
| 62 | /29.94 b |
| 63 | /29.103 |
| 64 | /24.4 (B) |
| 65 | /24.13 With new material 22.0 cum 903.14 0.29 1165.05 25631.0 With old material 15.0 cum 212.24 0.5 318.36 4775.0 |
| 66 | /24.14 With new material 22.0 cum 921.25 0.29 1188.41 26145.0 With old material 15.0 cum 212.24 0.5 318.36 4775.0 |
| 67 | /24.24 |
| 68 | /NS For stone metal 63-45mm 12.0 cum -86.56 0.111 -96.17 -1154.0 For stone metal 53-22.4mm 12.0 cum -86.71 0.111 -96.33 -1156.0 |
| 69 | /Note |
| 70 | /Note |
| 71 | /Note Total:- 12152885.0 Say Rs. 121.53 sci math hindi punj 25.0 35.0 25.0 35.0 = 30.0 5.48 29.0 41.0 29.0 41.0 = 35.0 5.92 33.0 47.0 33.0 47.0 = 40.0 6.32 37.0 53.0 37.0 53.0 = 45.0 6.71 57.0 83.0 57.0 83.0 = 70.0 8.37 61.0 89.0 61.0 89.0 = 75.0 8.66 65.0 95.0 65.0 95.0 = 80.0 8.94 69.0 101.0 69.0 101.0 = 85.0 9.22 73.0 107.0 73.0 107.0 = 90.0 9.49 449.0 651.0 449.0 651.0 202.0 3.22 PRICE BID/FINANCIAL BID ( TO BE UPLOAD BY BIDDER) Tender Notice PWSSD/MOGA/2026/16 of 30/04/2026 Executive Engineer, Punjab Water Supply & Sewerage Divn, Moga Name of Contractor Sr.No. Description Qty Estimated Rate Total Amount (Rs. in figures) Total Amount (Rs. in Words) |
| 72 | 2.0 % age of rate quoted by the bidder (Below/Above) the rate exhibited in the schedule of item of work |
| 73 | Part-A:- Providing and laying cutting, jointing and testing of 500 mm & 400 mm i/d RCC NP-3 S&S pipe inside HDPE lining 200 mm- 315 mm o/d UPVC pipe sewer, Construction of brick masonry manhole chamber, MPS including Machinery 300 mm i/d K-7 Rising Main, Dismantling/ Reconditioning of Road and complete in all respects and all other work contingent thereto at Fatehgarh Panjtoor Distt. Moga (under SBM2.0) |
| 74 | Part B- Survey, Design, Supply and soil testing, Construction, Installation, Commissioning of 1 MLD Sewage Treatment plant cum 3KLD FSTP respectively based on any suitable, sustainable, Proven, Biological technology including 5 year Operation and Maintenance after successful completion of stabilization period of 3 months or more complete in all respects and all other work contingent thereto at Fatehgarh Panjtoor Distt. Moga (under SBM2.0) ii Credit of Sludge (-) Total 0.0 iii Net Total 0.0 iv Total Average Daily Guaranteed Power Consumption KVAH v Technology Offered * Mandatory to fill in the power requirement under the column of quantity. |
