Laying of UGPL and RWH structure project

Department of Soil & Water Conservation, Punjab

Tender No. DSWC/PAT/2026-27/01

RATES OF CIVIL WORK

Name of the Firm/Bidder

Phone No. of Bidder Email ID of Bidder

Total Estimated Amt. of Work Rs. 702939

Name of Work: Laying of Underground PipelineProject, Village. Kule Majra, Teh Patiala and Roof Top Rain Water Harvesting Project and Artificial Recharging in Govt High School, Daftriwala, Tehsil-Patran, Distt- Patiala

Name of Work: Earthwork for Excavation of trenches for laying of Underground Pipeline, Lowering and Jointing of 300 MM diameter RCC pipes, fixing of Air vent pipes, Risers & Pump Stand at CUGPL outlet no 67400/L, Sanour Rajwaha Village Kule Majra, Teh and Dist. Patiala

Sr. No. Item of Work Quantity Unit Rates Total in Rupees

1 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 laid pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters as per PWD specifications. 1208.4 /m3 93.78

2 Lowering 300 MM R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment, gradients level etc as per PWD specifications. 1060 / Mtr 84

3 Jointing of class N.P.2 300 MM R.C.C pipes in trenches using collar joints jointed with 1:3 Cement sand mortar including facing troweling and finshing 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 to the satisfaction of site incharge as per PWD specifications. 424 /Joints 116.13

4 Cutting, Reinforcement, Concrete pipes (300 MM), Chipping & finishing the cut surface to a uniform the satisfaction of site incharge as per PWD specifications. 1 /Cut hole 75

5 Cutting, Reinforcement, Concrete pipes (150 MM), Chipping & finishing the cut surface to a uniform the satisfaction of site incharge as per PWD specifications. 5 /Cut hole 41

6 Fixing of 300 MM Risers & alfa valves with C.C 1:2:4 1 /Riser & Valve 479.14

7 Fixing of 300 MM Gate valves 1 /Gate Valve 1173.04

8 Fixing of 150 MM Air vent Pipes with C.C 1:2:4 5 /Air pipe 282.42

9 Re-Carriage of Pipes 58.225 /ton 160.3

10 Sign Board with Project Detail Painting (4*3ft) 1 /No 4000

11 Nimar 33.242 kg 60

PUMP STAND (900mm)

12 EARTHWORK OF EXCAVATION FOR PUMP STAND 8 /m3 93.78

13 CEMENT CONCRETE 1:8:16 FOR FOUNDATION OF PUMP STAND 0.6 /m3 3706.29

14 FIXING OF PUMP STAND 1 /no. 2498.88 2498.88

Total 1 no of Houdis

Grand Total Work-1

Grand Total Work-1 SAY

Name of Work: Roof Top Rain Water Harvesting Project and Artificial Recharging in Govt High School, Daftriwala, Tehsil-Patran, Distt- Patiala

Sr. No. Item of Work Quantity Unit Rate Total in Rupees

A Cost of Construction of ONE Recharging Borewells (200 mm PVC case pipe)

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.

a All types of Soils 300 mm dia.for one borewells for 48 meter depth each. 48 Mts 468.53

b All types of Soils 300 mm dia.for one borewells for 3 meter depth each 3 Mts 468.53

2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe and medium well screen (RMS) pipes with ribs of required dia,

a 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 nominal size dia. 30 Mts 1808.83

b 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 nominal size dia. 18 Mts 2565.43

3 Supplying at site of gravel of 1/16" to1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) (Net Qty) 3.43 Cum 1663

Total Cost (A) (say)

B Cost of Civil Work in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging

1 Dismantling of Cement Concrete 1:2:4 for connecting storm pipe with main collection pipe 0.05 Cum 1365

2 Dismantling brick work tile, masonry or tile lining 0.8 Cum 682

3 Dismantling of existing CC Intorlock paver block, foothpath , construction of siltation , filtration and collection tank, Lahying of 160 mm dia PVC Collection pipe 1 Sqm 107

4 Laying of CC Intorlock paver block, foothpath , after laying of 160 mm dia PVC Collection pipe using removed existing paver blocks 1 Sqm 134

2 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 16.8 Cum 182

b Earth work in foundation for trench (Collection Chamber) with mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 16.43 Cum 34

c Earth work in foundation for trench (Siltation Chamber) mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 14.39 Cum 34

d Earth work in foundation for trench (Filtration Chamber)mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 4.41 Cum 34

e Earth work in foundation for Borewell connection with mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 2 Cum 34

3 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

a 160mm o/d PVC pipe of 2.5 Kgf. / sq. cm ( Main Line) 168 R. Mts 428.42 71974.06

b PVC pipe o/d 110 mm (2.5 kg/cm2) (For Connecting storm pipe with main line) 69 R. Mts 217.3764

c Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 5a and 5b)) 4349

4 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 1.08 Cum 3290

5 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 1.76 Cum 4670

6 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 10.33 Cum 5109

7 12.5 mm thick cement plaster 1:4 43.46 Sq. MTS 189

8 Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect (a) For single rebate. For cover door frames and filter media retaining frames 176.16 kg 89

9 Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors (6 ft x 3ft each) 6.655 sq. mts 3900

10 Iron grated doors, including pintle hinges & arrangements for two openable filter media retaining doors (size 6 ft x 3ft each) suitable to retain gravel filter pack with 1/16" to1/8" particle sizes 1.85 qtl 8980

TOTAL COST (B)(Say)

C Carriage of Material 6752

D Construction of Houdi's (1 X 1 X 1)MTR

1 Excavation 1.44 cum 182

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 0.03 Cum 4670

4 Total Brick Work 1:4 in Foundation 0.4025 Cum 5109

5 Total Qty. of Plaster 12.5 mm thick in 1:4 0.799 Sq. MTS 189

6 RCC Chamber cover( M20 Grade) 0.1 Cum 5153

7 steel bars (weight factor of 12 mm steel bars@ 0.890 kg/mts) 0.000 qntl 6426

Total Cost Of One Houdi

Total Cost Of 6 Houdi'S (D)

Total (A+B+D)=(E)

Increase In Subtotal By 5.35 % Due To Increase In Gst From 12% To 18% As Per Ac Slip No. 5 Of Csr 2020 On(E) = (F)

Carriage of Material (G)

Grand Total (E+F+G)

with Contingency @1 % (H)

Sign Board (Lump Sum)(I) 5000

Grand Total Work-2 (J)

Grand Total Work-2 SAY

Grand Total (Work-1 + Work-2)