CONSTRUCTION OF CREMATION CENTRE AND STREETS VILLAGE DHANAL KALAN 291 JALANDHAR EAST IN DISTRICT JALANDHAR MPLAD SCHEME 2025-26

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Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR

Name of Work :- DNIT FOR CONSTRUCTION OF CREMATION CENTRE AND STREETS VILLAGE DHANAL KALAN (291) JALANDHAR EAST IN DISTRICT JALANDHAR. (MPLAD SCHEME 2025-26)

Contract No: Civil Works

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. 2 Cum Excess(+) Full Conversion INR

2 Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type 3 Cum Excess(+) Full Conversion INR INR One Lakh Five Thousand Nine Hundred & Seventy Three Only

3 Conglomerate floor 25mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100 mm fine sand filling. using mechanical mixer for mixing of material 4 Sqm Excess(+) Full Conversion INR INR Thirty Three Thousand Five Hundred & Ninety Only

4 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. 5 Cum Excess(+) Full Conversion INR INR Forty Five Thousand Eight Hundred & Thirty Four Only

5 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. 6 Cum Excess(+) Full Conversion INR INR Eighty Three Thousand Three Hundred & Sixty Eight Only

6 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 7 0.999 Qtl Excess(+) Full Conversion INR INR One Lakh Forty Thousand Seven Hundred & Twenty Nine Only

7 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 8 Sqm Excess(+) Full Conversion INR INR Two Thousand Three Hundred & Fifty Only

8 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) 9 Sqm Excess(+) Full Conversion INR INR Sixteen Thousand Eight Hundred & Eighty Five Only

9 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. 10 Sqm Excess(+) Full Conversion INR INR Thirty Eight Thousand Eight Hundred & Eighty Five Only

10 First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth 11 Cum Excess(+) Full Conversion INR INR Three Lakh Sixty Five Thousand Three Hundred & Sixty Only

11 First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. 12 Cum Excess(+) Full Conversion INR INR Four Lakh Forty Five Thousand One Hundred & Twenty Four Only

12 20mm thick cement plaster 1:5 in two coat work 13 Sqm Excess(+) Full Conversion INR INR One Lakh Sixty Seven Thousand Four Hundred & Eighty Three Only

13 Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 14 Each Excess(+) Full Conversion INR INR Two Hundred & Fourteen Only

14 Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 15 Each Excess(+) Full Conversion INR INR One Thousand Six Hundred & Fifty Seven Only

15 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. 16 Metre Excess(+) Full Conversion INR INR Two Thousand &Eighty Five Only

16 Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. a UPVC 110 mm bend 17 Each Excess(+) Full Conversion INR INR Two Hundred & Eighty Four Only

17 Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge a UPVC 110 mm bend 18 Each Excess(+) Full Conversion INR INR Three Hundred & Fifty Four Only

18 Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres 19 Cum Excess(+) Full Conversion INR INR Six Thousand &Fourteen Only

Total in Figures INR Fourteen Lakh Ninety Nine Thousand Six Hundred & Twenty Four Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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