Installation of RTRWH Project at DAC Complex Jalandhar and Laying of UGPL Pipeline RCC 200mm at Vill Khusropur tehsil Kartarpur District Jalandhar

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No: DSWC/JAL/2026-27/01

Name of the Firm/Bidder

Address of Firm/Bidder

Mobile No of Firm/Bidder Email ID of Firm

Name of work: Installation of Roof Top Rain Water Harvesting Project at District Administrative Complex Jalandhar and Laying of underground RCC pipe line of 250 mm dia at Village Khusropur, Tehsil Kartarpur District Jalandhar

Total Estimated Amount of Works Rs. 702878 Seven Lakh Two Thousand Eight Hundred Seventy Eight Only

Quoted by Contractor {- or + to estimated amount, in figure upto 2 dcimal point only} Quote (-/+)

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Note: Please refer to DNIT for item wise rate and details.

Name of Work 1 :-Installation of Roof Top Rain Water Harvesting Project at District administrative complex jalandhar

Item of Work Rate in (Rupees) Total in Rupees

No Figure Words

Cost of Recharging borewell and PVC Accessories 3 95731 Ninety five thousand seven hundred thirty one 287193

Cost of water collection Haudis 11 4372 Four thousand three hundred seventy two 48092

Cost of conveyance system PVC 6” (4KG/cm2) in mtr. 190 mtr. PVC 4” (4KG/cm2) in mtr 90 mtr. 1 163685 One lac sixty three thousand six hundred eighty five

Cost of Earth work Excavation and Restoration for Conveyance system 1 53089 Fifty three thousand eighty nine 53089

Cost of Partition wall between district administrative complex to commissioner office 1 9858 nine thousand eight hundred fifty eight only 9858

Carriage and cost of material 1 9503 Nine thouand five hundred three only 9503

SIGN BOARD SIZE 1’-6” X1’-6” 1 3000 three thousand only 3000

Total Five lac seventy four thouand four hundred twenty only 574420

Name of Work 2 :- Laying of underground RCC pipe line of 250 mm dia at Village Khosropur, Tehsil Kartarpur District Jalandhar

Item of Work Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches, lowering and jointing of RCC pipes, fixing of risers, alfa alfa valves, air vent pipes and pump stands (As detailed in attached sheet) 128458 One Lakh Twenty Eight Thousand Four Hundred Fifty Eight Only 128458

Total One Lakh Twenty Eight Thousand Four Hundred Fifty Eight Only

Only one of the options is to be filled. More than one option shall be rejected.

Rate filled in any form shall be considered only in %age

Rate shall be filled both in figures and in words, otherwise tender shall be rejected

Rate filled at any other place in the document shall not be considered.

No condition shall be accepted.

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Installation of Roof Top Rain Water Harvesting System at District administrative complex jalandhar

General Abstract of Cost

Sr. No PARTICULARS QUANTITY RATE AMOUNT

2 COST OF RECHARGING BOREWELL AND P.V.C ACCESSORIES 3 95731

3 COST OF WATER COLLECTION HAUDIS 11 4372

4 COST OF CONVENYANCE SYSTEM PVC 6" (4kg/cm2) in rmt 372 1 163685 163685

PVC 4" (4kg/cm2) in rmt 178

5 COST OF EARTH WORK EXCAVATION AND RESTORATION FOR CONVEYNCE SYSTEM 1 53089

6 COST OF PARTITION WALL BETWEEN DAC COMPLEX TO COMMISONER OFFICE 1 9858 9858

7 CARRIAGE AND COST OF MATERIAL . 1 9503

8 INFORMATION BOARD 3*3 including painting complete in all respects 1 3000 3000

ABSTRACT OF COST for RECHARGING BOREWELL AND PVC ACCESSORIES

Sr. No. Particulars Qty Unit Final Rate Amount

1 Boring/drilling bore well of 300 mm. dia. 30 m 493.6 14408

2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.: 200 mm/6KG nominal size dia. 24 m 2702.68 64864.32

3 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.: 200 mm 6KG nominal size dia. 6 m 1905.6 11433.6

4 Gravel 1/16" to 1/8" including pouring and packing in the annular space between Pipes and around the bore well ((3.14*0.30*0.30*30)/4)-((3.14*0.20*0.20*0.3)/4) 2.64 CUM 1751.97 4625.2

CONSTRUCTION OF COLLECTION HAUDI (Per Unit) Size 0.6 x 0.6 x 0.60 Mtr.

Sr. No. Particulars Qty Unit Final Rate Amount

1 Earthwork excavation of foundation for collection haudi 0.48 cum 191.73

2 C/C 1:6:12 with stone ballast wall foundation 0.1 cum 3466.02 346.6

3 C/C 1:2:4 over PCC Work 0.03 cum 0.0 147.56

4 First class brick work laid cm 1:5 in foundation and plinth 0.46 cum 5352.33 2475.87

5 12.5mm thick cement plaster in cm 1.99 sq m 199.111 396.72

7 Cold Twisted Bars Fe-500 0.999 qtl 0.9 458.58

PVC PIPE AND ACCESORIES FOR CONEYANCE SYSTEM

Sr. No. PARTICULARS QTY UNIT Rate AMOUNT

1 Providing, laying, fixing & jointing of PVC Pipes as per ISI-4985 along the trenches and laying the same in the trenches to correct alignment and gredients, cutting, jointing and testing complete as per specifications.

pvc pipe 4" (4 kg/cm2) for conveyance PARNALA 90 m 323.16 29084.4

pvc pipe 6" (4 kg/cm2) for CONEYANCE parnala 190 m 667.4 126806

2 Cost of PVC accessories including transportation (i.e clamps, bolts etc @ 5% 0.0

TOTAL 163684.92

GRAND TOTAL 163685

EARTH EXCAVTION AND RESOTRATION FOR CONVENCE SYSTEM

Sr. No. Particulars Qty Unit Final Rate Amount

1 Earthwork/Excavation for laying of PVC 160 mm 71.55 cum 191.74 13718.28

2 Loading and unloading of soil and clearing of site carriage by manual 77.16 cum 108.22 8350.25

3 Cement concrete 1:6:12 pvc laying and restoration work 8.95 cum 0.0 31020.7

Abstract of cost of Partition wall between dc complex to commissioner office

Sr. No. Particulars Qty Unit Final Rate Amount

1 Earthwork/Excavation of foundation for collection haudi 1.62 cum 191.73 310.6

2 PCC work on bed 1:6:12 with stone aggregate 40mm gauge 0.4 cum 3466.02 1386.4

3 First class burnt brick work laid in cement sand mortar 1:4 1.24 cum 0.9 6674.08

4 12.5 mm thick cement plaster 1:4 7.47 cum 199.11 1487.35

MATERIAL STATEMENT

sr No PARTICULARS CSR 2020 QTY CEMENT SAND BAJRI BRICKS GARVEL 1/16" TO 1/8"

4 PLASTER WORK 1:4 C 0.12 S 0.016 27.8 C III 29.36 SQ MT 3.52 0.46

Name of Work :- Laying of underground RCC pipe line of 250 mm dia at Village Khusropur, Tehsil Kartarpur District Jalandhar

(A) Earth work in Excavation in trenches, lowering and jointing of RCC pipes, fixing of risers, alfa alfa valves, air vent pipes and pump stands

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 570 /cum 93.78

Lowering of R.C.C. Class NP-2 Pipes of 250 mm dia in to trenches for all depths and laying out the same to correct alignment, gradients level etc. 500 /m 70

Jointing of class N.P.2 R.C.C pipes of 250 mm dia in trenches using collar joints jointed with 1:1 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects upto the satisfaction site incharge. 249 /number 0.600

Cutting reinforcement, concrete pipes, chipping & finishing the cut surface to a uniform shape upto the satisfaction of site incharge (150 mm) 6 /cut 41

Cutting reinforcement, concrete pipes, chipping & finishing the cut surface to a uniform shape upto the satisfaction of site incharge (250 mm) 10 /cut 62

Fixing of Air vent Pipes of 150 mm diamater, T jointing with cement concrete 6 /Air pipe 0.399

Fixing of Risers of 250 mm diameter, cement sand mortar 9 /Riser 356.795

Fixing of Alfa alfa valve of 250 mm diameter, cement sand mortar 9 /Alfa valve 62

Fixing of 250 mm Dia pipe L & T joint 4 /number 320.795

Fixing of 250 mm Dia pipe End joint 6 /number 0.599

Fixing of 250 mm Dia Slant Pipe 1 /number 356.795

Fixing of Anti Theft Mechanism System for Alfa Alfa Valves (250mm) 8 /number 689 5512

Display Board of size 4’x3’ including painting and installation on site with required ratio of C/C complete in all respects 1 /number 3000

Say Total = 128458

*Rates are inclusive of all material except RCC Pipes, Alfa-Alfa Valve and GST is also included.