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Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
19 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL MTN
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil Engineering works involving construction/modification/repair and maintenance of building/structure involving general construction activities viz concreting, masonry etc.
4 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
COMPLETION PERIOD The Contractors shall have to complete the work in all respects within a period of 10 (Ten) months including monsoon from the date issue of acceptance of the tender. The Contractor s will have to employ labour in full strength commensurate with working areas available. He will also arrange for materials and equipments to complete the job most expeditiously within the stipulated completion period. The Engineer s decision as to what is full strength will be final. He should also submit bar-chart for completing the work in time. The contractor/s will be required to maintain speedy and required progress to the satisfactions of the Engineer to ensure that the work will be completed in all respects within the stipulated period failing which action may be taken by the Railway Administration in terms of Clause 17 and/or clause 62 of the General Conditions of Contract, 2022. MAINTENANCE PERIOD The tenderer s shall be required to maintain the work effectively for a period of 12 (twelve) months from the date of completion as per Clause No.47 of the General Conditions of Contract 2022 and no part refund of Security Deposit shall be permitted during the maintenance period mentioned above.
Provision of the new sump well, its discharge line and other misc associated works.
WKS-1490-DC
WKS-1490-DC
Open
Works - General
10 Months
Lucknow, Uttar Pradesh
₹0
₹7.0 L
19 Aug 2026
21 Jul 2026
5 Aug 2026
76 items across 2 schedules · ₹4,45,35,050.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | DSR Item No 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | cum | 5520.00 | 218.6 | 12,06,672 |
| 2 | DSR Item No 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 4370.00 | 161.6 | 7,06,192 |
| 3 | DSR Item No 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | cum | 575.00 | 104.5 | 60,087.5 |
| 4 | DSR Item No 2.28.1 Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | Sqm | 1380.00 | 28.15 | 38,847 |
| 5 | DSR Item No 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 35.00 | 7,365.15 | 2,57,780.25 |
| 6 | DSR Item No 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 205.00 | 6,326 | 12,96,830 |
| 7 | DSR Item No 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | cum | 190.00 | 8,364.2 | 15,89,198 |
| 8 | DSR Item No 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 35.00 | 9,861.7 | 3,45,159.5 |
| 9 | DSR Item No 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 35.00 | 10,391.4 | 3,63,699 |
| 10 | DSR Item No 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 690.00 | 332.1 | 2,29,149 |
| 11 | DSR Item No 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | Sqm | 170.00 | 766.55 | 1,30,313.5 |
| 12 | DSR Item No 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 230.00 | 608.35 | 1,39,920.5 |
| 13 | DSR Item No 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 170.00 | 804.25 | 1,36,722.5 |
| 14 | DSR Item No 5.16 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 15.00 | 18,038.45 | 2,70,576.75 |
| 15 | DSR Item No 5.22.4 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | Kg | 14500.00 | 89.65 | 12,99,925 |
| 16 | DSR Item No 5.22A.4 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars | Kg | 6500.00 | 89.65 | 5,82,725 |
| 17 | DSR Item No 5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 345.00 | 253.05 | 87,302.25 |
| 18 | DSR Item No. 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 135.00 | 6,658.25 | 8,98,863.75 |
| 19 | DSR Item No 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 230.00 | 8,288.4 | 19,06,332 |
| 20 | DSR Item No 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 6500.00 | 93.05 | 6,04,825 |
| 21 | DSR Item No 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | Kg | 2800.00 | 155.4 | 4,35,120 |
| 22 | DSR Item No 10.22 Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 1280.00 | 3.4 | 4,352 |
| 23 | DSR Item No 10.25.1 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 4600.00 | 102.25 | 4,70,350 |
| 24 | DSR Item No 10.25.2 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7540.00 | 142.3 | 10,72,942 |
| 25 | DSR Item No 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 650.00 | 612.25 | 3,97,962.5 |
| 26 | DSR Item No 12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter | Metre | 25.00 | 319.75 | 7,993.75 |
| 27 | DSR Item No 12.42.5.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5° 110 mm bend | Numbers | 3.00 | 132 | 396 |
| 28 | DSR Item No 12.42.6.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Shoe (Plain) 110 mm Shoe | Numbers | 3.00 | 115.95 | 347.85 |
| 29 | DSR Item No 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm | Numbers | 12.00 | 310.85 | 3,730.2 |
| 30 | DSR Item No 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) | Sqm | 3200.00 | 294.35 | 9,41,920 |
| 31 | DSR Item No 13.18 Neat cement punning | Sqm | 500.00 | 67.8 | 33,900 |
| 32 | DSR Item No 13.41.1 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 400.00 | 154.6 | 61,840 |
| 33 | DSR Item No 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2100.00 | 147.45 | 3,09,645 |
| 34 | DSR Item No 13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | Sqm | 350.00 | 131.45 | 46,007.5 |
| 35 | DSR Item No 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 400.00 | 123.85 | 49,540 |
| 36 | DSR Item No 13.99.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work | Sqm | 280.00 | 86.55 | 24,234 |
| 37 | DSR Item No 13.112.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 5050.00 | 106.55 | 5,38,077.5 |
| 38 | DSR Item No 15.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 15.00 | 2,007.1 | 30,106.5 |
| 39 | DSR Item No 15.7.4 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | cum | 20.00 | 1,698.45 | 33,969 |
| 40 | DSR Item No 16.30.2 Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm | Sqm | 3000.00 | 36.6 | 1,09,800 |
| 41 | DSR Item No 16.33.1 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 3000.00 | 227 | 6,81,000 |
| 42 | DSR Item No 16.40 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 3000.00 | 71.4 | 2,14,200 |
| 43 | DSR Item No 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 200.00 | 219.3 | 43,860 |
| 44 | DSR Item No 16.13.1 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion | cum | 35.00 | 4,157.8 | 1,45,523 |
| 45 | DSR Item No 16.13.2 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam | cum | 70.00 | 2,592.15 | 1,81,450.5 |
| 46 | DSR Item No 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm | Sqm | 680.00 | 859.5 | 5,84,460 |
| 47 | DSR Item No 16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 850.00 | 1,011.2 | 8,59,520 |
| 48 | DSR Item No 18.12.3 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore | Metre | 500.00 | 417.95 | 2,08,975 |
| 49 | DSR Item No 18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore | Metre | 400.00 | 558.35 | 2,23,340 |
| 50 | DSR Item No 18.12.6 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore | Metre | 600.00 | 654.2 | 3,92,520 |
| 51 | DSR Item No 18.12.8 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore | Metre | 500.00 | 919.1 | 4,59,550 |
| 52 | DSR Item No 18.13.2 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore | Numbers | 100.00 | 1,513.65 | 1,51,365 |
| 53 | DSR Item No 18.26.1 Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : Up to 300 mm dia | Quintal | 80.00 | 8,191.75 | 6,55,340 |
| 54 | DSR Item No 18.27.3 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 150 mm dia pipe | Metre | 230.00 | 1,824.7 | 4,19,681 |
| 55 | DSR Item No 18.27.4 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 200 mm dia pipe | Metre | 300.00 | 3,083.7 | 9,25,110 |
| 56 | DSR Item No 18.28.3 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 150 mm diameter pipe | Each | 20.00 | 615.75 | 12,315 |
| 57 | DSR Item No 18.28.4 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 200 mm diameter pipe | Each | 20.00 | 818.35 | 16,367 |
| 58 | DSR Item No 18.29 Supplying pig lead at site of work | Quintal | 1.00 | 28,116.2 | 28,116.2 |
| 59 | DSR Item No 18.30.2 Providing flanged point to double flanged CI/DI pipe and specials including testing of joints 100 mm dia | Each | 100.00 | 284.75 | 28,475 |
| 60 | DSR Item No 18.30.4 Providing flanged point to double flanged CI/DI pipe and specials including testing of joints 150 mm dia | Each | 100.00 | 343.55 | 34,355 |
| 61 | DSR Item No 18.31.1.2 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 Class II | Numbers | 20.00 | 4,500.25 | 90,005 |
| 62 | DSR Item No 18.31.3.2 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) : 150 mm diameter Class II | Numbers | 12.00 | 6,661.8 | 79,941.6 |
| 63 | DSR Item No 18.31.4.2 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) : 200 mm diameter Class II | Numbers | 18.00 | 13,512.6 | 2,43,226.8 |
| 64 | DSR Item No 18.71.1 Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 100 mm dia C.I. Double Flanged Pipe | Metre | 320.00 | 1,838.1 | 5,88,192 |
| 65 | DSR Item No 18.71.2 Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 150 mm dia C.I. Double Flanged Pipe | Metre | 520.00 | 2,880 | 14,97,600 |
| 66 | DSR Item No 18.71.3 Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 200 mm dia C.I. Double Flanged Pipe | Metre | 3800.00 | 4,535.1 | 1,72,33,380 |
| 67 | DSR Item No 19.1.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter | Metre | 200.00 | 375.75 | 75,150 |
| 68 | DSR Item No 19.3.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design 100 mm diameter S.W. pipe | Metre | 200.00 | 425.6 | 85,120 |
| 69 | DSR Item No 19.5.1 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 100 mm diameter | Metre | 150.00 | 73.35 | 11,002.5 |
| 70 | DSR Item No 19.5.2 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 150 mm diameter | Metre | 150.00 | 81.1 | 12,165 |
| 71 | DSR Item No 19.6.2 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe | Metre | 250.00 | 493.1 | 1,23,275 |
| 72 | DSR Item No 19.6.3 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe | Metre | 250.00 | 811.15 | 2,02,787.5 |
| 73 | DSR Item No 19. 34. 1 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete: 10 mm dia | Numbers | 30.00 | 378.45 | 11,353.5 |
| 74 | DSR Item No 19.36.1 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. | Metre | 160.00 | 2,720 | 4,35,200 |
| Schedule total | ₹4,36,77,275.9 | ||||
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