Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 May 2023
Closing Date19 May 2023
Tender Amount₹ 8,80,644
Costs
EMD
₹ 17,613Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PHED_527000_8Bid Award Id
ViewTender No
517_HSD_NIeT_01_OF_2023_24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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(b) For additional depth beyond 1.5 mtr. upto 3.00 mtr.
29.52
12959
439
... More
Bailing or pumping water from foundation trenches (PWD SOR 2017 (Building) Page- 4, It -7)
120
2505
20.88
... More
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (Payment to be made on the basis of measurment to finished quality work)
(PWD Building Schedule, It-4, P-2)
36.68
48312
1317.14
... More
Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level & filling joints with powdered earth or local sand.
(PWD Schedule of rates (Building) 3rd corrigenda, It-2, P-1 )
32.52
11739
361
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.[Rate annalysys enclosed as per PWD Sch., 2017, 3rd corrigenda](a) Pakur Variety
5.16
30352
5882.21
... More
Brick Work with 1st class brick in cement mortar (1:6) (PWD SOR 2017 (Building) 3rd Corrigenda, Page- 2, It -4) a) In foundation & plinth (6:1)
23.13
125202
5413
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-ln-Charge. (PWD Schedule of rates (Building) It-36, P-42)
31.21
10455
335
... More
Ordinery cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement any, in ground floor as per relevant IS codes. [Rate annalysys enclosed as per PWD Sch., 2017, 3rd corrigenda](a) Pakur Variety
6.94
44155
6362.41
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge-black annealed wire at every intersection, complete as per drawing and direction.(i) Tor steel/Mild Steel ii) JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL (PWD Schedule of rates (Building) It-40, P-43-44, 10th corrigendum)
1.11
92360
83433.15
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Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. (PWD Schedule of rates (Building) It-21, P-212-213)a) UPVC pipes 75 mm dia
16.8
3158
188
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course where necessary (ground floor) [excluding cost of chipping overconcrete surface]. (PWD Schedule of rates (Building) It-1, P-49-50, 3rd corrigenda)a) With 1:4 cement mortar; i) 10 mm. thick plaster.
28.3
3763
133
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ii) 15mm thick cement plaster
24.67
3725
151
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m. (PWD Schedule of rates (Building) It-15, P-192)
24.67
838
34
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Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment forpainting will be made seperately). (PWD Schedule of rates (S & P Schedule) It-2, P-3)40 mm dia. medium quality
31
12400
400
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Supply of jhama bats for filling of soak pit (PWD Schedule of rates (Building) It-3(a), P-299)1x2x4.00x1.00x2.00 = 16.00 cum2x(4.00+6.00)/2 x2.00 x 0.30 = 6.00 cum, Total= 22.00 cum
22
26642
1211
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Supplying Eucalyptusbullah Piles at work site, including dressing and making one end pointed. (PWD SOR (Road & Bridge) Page- 334, It - 18.18) i) 150 mm. diameter pile.180 x 3.60 = 648.00 m.
648
140616
217
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ii) 100 mm. diameter pile.28 x (3.00+2.00) + 40.00 x 2 x 1/2 x 2 = 220.00 m.
220
21120
96
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all ackles. (PWD SOR (Road & Bridge) Page- 334, It - 18.17) Note: 1) Payment to be made on the length driven into the ground, iameter of the measured at 1.5m. from the thicker end.i) 150 mm dia meter.180 x 2.40 = 432.00 m.
432
45360
105
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ii) 100 mm dia meter.28 x 3.00 = 84.00 m
84
6972
83
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Labour for fitting and fixing 10 cm. to 13 cm. dia meter sal-bullah as ties and runners including necessary nails, bolts and nuts.(PWD SOR (Road & Bridge) Page-338, It - 18.41) 28 x 2.00 + 40.00 x 2 x1/2 x 2 =136.00 m.
136
2801
20.6
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Supplying empty cement bags in good condition(PWD SOR (Road & Bridge) Page- 336, It - 18.28) 4x10.00m x 1.20 m x 1.80 = 86.40 Cum0.022 cum/bag i.e 86.40 cum / 0.022 = 3928 nos.
3928
12962
3.3
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Filling empty cement bags with dry earth or sand, stiching the bags (cost of thread included) and carrying and placing them in position and all incidental chrges complete but excluding cost of sand and gunny bags.
(PWD SOR (Road & Bridge) Page- 336, It - 18.29)
3928
13748
3.5
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Earth work in filling in compound tank low land, ditches etc. with good earth in layer not exceeding 150mm. including breaking clods & consolidating the same by ramming & dressing complete.( Payment will be made on profile measurement before and after the work). (PWD Building Schedule of rates P-2, It-5/b/i)With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.2x2.00x (4.00+6.00)/2 x(2.40+0.60)/2 = 30.00 cum4x10.00m x 1.20 m x 1.80 = 86.40 Cum, Total Qty.= 116.40 cumLess void @ 1/9 = 12.93 cum Net Qty.= 103.47 cum
103.47
43413
419.58
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Add GST @ 18%
1
133005
133005.53
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Add Cess @ 1%
1
8719
8719.25
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