Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Jan 2024
Closing Date30 Jan 2024
Tender Amount₹ 79,97,893
Costs
EMD
₹ 1,59,958Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IWD_642740_1Bid Award Id
ViewTender No
WBIW/EE-I/DCD/e-NIT-32/2023-24Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
At ch 70.40 km
661.57
97767
147.78
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation.
At ch 70.40 km.
132.31
12227
9241.22
Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by theEngineer-in-charge.
At ch 69.00 km.
167.2
32082
191.88
Supplying at site and laying in position UV stabilized polypropylene
woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing /
welding the overlapped portion, storage and transportation by all
means, complete as per direction of the Engineer-in-charge.
Note: 1. Payment to be made on measurement of finished surface
without lapping, but including anchoring length at top.
2. Payment will be made subject to the result of 3rd Party Testing, to
be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as“Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.
At ch 69.00 km
17.98
5186
288.42
At ch 70.40 km
30.64
8837
288.42
Providing and laying Design Mix concrete for plain / reinforcement concrete work in any part of bridge [ excluding bottom piugging] with coarse aggregates of appropriatr nominal size and grading, fine aggregate [ sand ] conforming to proper grading zone , both of approved quality and cement , as necessaey, including labour,cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc, all complete but excluding cost of labour and materials for formwork & reinforceement works. (a) M-15 Grade Using concrete mixer. At ch.69.00 (a) M-15 Grade .
52.66
297353
5646.65
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. a) Pakur Variety.At ch 70.40 km
68.96
392811
5696.21
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.At ch 70.40 km.
67.47
1930
28.6
Precast cement concrete blocks or lining units as per designed size and specification,in nominal mix propertion 1:1.5:3 (Corresponding to M20 Grade) with well graded 20mm down stone metal aggregate, including dessing , ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand mortar, curring transporting and lying the blocks or linning units at worksite in position over sand cushion/ filter layer, with cold (paper) joints between the adjacent unit, having gap varing from 0 to 5 mm as tolerance, with all leads and lifts. including supply and carriage of all materials complete .
(The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete).
With Stone Aggregate of Pakur, or Rajmahal or broken stone of North Bengal varieties)
Note:- provisions of the latest Department Manual for Linning in irrigation canals are to be followed , wherever applicable. At ch 70.40 km
7.09
50015
7052.33
Plain / Reinforcement Cement Concrete in open foundation with or without reinforcement in any part of foundation of bridge / culvert with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregate (sand) conforfing to proper grading zone, both of approved quality and cement as necessary cost of curing with water, including cost and carriage of all materials and including preparation of design mix ,approval of the samae by the Engineer - in- charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and stag complete as per drawing and technical specifications. D R.C.C Grade M25 i) Using concrete mixer.
At ch 69.00 km.
37.36
261459
6998.38
At ch70.40 km
27.93
195437
6998.38
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
At ch. 69.00 km.
5.28
382888
72544.08
At ch70.40 km
5.57
403901
72513.66
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
G RCC Grade M35 I) Using concrete mixer
(FOR WEARING COURSE).
At ch.69.00 (e) M-35 Grade.
4.07
26196
6436.26
At ch70.40 km
11.5
74017
6436.26
Plain / Reinforcement Cement Concrete in Sub-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforfing to proper grading zone, both of approved quality, cement and water reduc admixtures. as necessary, including labour, cost and carriage of all materials and including preparation of design mix ,approval of the samae by the Engineer - in- charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and stag complete as per drawing and technical specifications. E R.C.C Grade M25 (i) Height upto 5m i) Using concrete mixer . At ch. 69.00 km
52.11
384000
7369.03
At ch70.40 km
30.42
224166
7369.03
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
At ch. 69.00 km.
7.94
577259
72702.59
At ch70.40 km
4.3
312490
72672.17
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. B) R.C.C grade M25 Using Concrete Mixer. i) For solid slab super-structure. a). Upto height 5 m.
At ch. 69.00 km.
7.88
62585
7942.29
At ch70.40 km
14.83
117784
7942.29
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.At ch. 69.00 km
1.09
80217
73796.66
At ch70.40 km
2.1
154614
73766.24
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
At ch. 69.00 km.
12.54
10330
823.78
At ch70.40 km
271.35
223533
823.78
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat.At ch. 69.00 km
32.89
1231
3742.25
At ch70.40 km
46.36
1735
3742.25
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion.At ch. 69.00 km
32.89
2626
79.85
At ch70.40 km
46.36
3702
79.85
Bailing or pumping out water from foundation trenches.
This item should be executed on the specific direction of the Engineer-In-Charge when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor.
(Payment, if permitted, will be made on the quantity of water calculated on the basis of initial and final water level measured before starting and completion of each day work which necessitates a bailing / pumping of water from the trench. The final level of the water to be measured, will depend on the level at which the day's work will be taken up. the rate includes any seepage water that may percolate in the trench during pumping)At ch. 69.00 km
5400
134378
2488.48
Bailingout water by pump including alllead sand lift sand including making allarrangements for disposal, where continuous flowor seepage of water is encountered and rating of pumps and hours of operationis specifically ascertained as per direction of the engineer-in-charge.
At ch.70.40 km.
218.35
5985
27.41
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-In-Charge.At ch. 69.00 km
73.4
28693
390.91
Supplying Jhaw/Eucalyptus bullah piles at work site, including dressing and making one end pointed.
(iii) 15 cm av. Diameter.At ch.70.400 km
2330.5
602714
258.62
Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge
a) One Coat.At ch.70.40 km
1098.66
37970
34.56
Labour for driving Jhaw/Eucalyptus bullah piles by monkey in all 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 tackles.
(iii) 15 cm av. diameter.At ch.70.40 km
1437
179826
125.14
Supplying, fitting and fixing with ironnail shalf split bullah wailing pieces and cross pieces etc.complete with cost of all materials and carriage to site.At ch.70.40 km
362.4
44919
123.95
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of A) Beyond 500 metre and upto 1.00 km.
For compensation for earth for land owned and arranged by Contractor add Rs.25.00 per m³ extra over rate of E/W for land owned / arranged by the Department .Royalty charge on earth @ Rs.29.00 per m³ & Cesses Charge @ Rs.5.30 per m³ as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties. At ch. 69.00 km
3062.25
1012012
330.48
At ch.70.40 km
768
253809
330.48
Supplying Nylon cage netting 1metrex1metrex1metres izewithk not having mesh size 17.5cm x17.5cm constructed with nylon thread(210x24) having tensile strengthnot less than 250Kg./sq.cm.including carriage, delivery and stacking at site inclusive of all taxes complete.At ch.70.40 km
384
53545
139.44
Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of150 m.and alllifts in river slopeor bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge Volume of each earth/sand filled bags should not be less than 0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre.(a) Where boats are not necessary.At ch.70.40 km
384
191297
498.17
Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 mx 0.38 m conforming to BIS : 14252 : 2015 for bank protective worksincluding all cost of cost of transportation on road by all means,including other incidental charges complete.
Note: Payment will be made subject to the result of 3rd Party Testing,to be done by the Engineer-in-charge departmentally. Paragraphs 2.8including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of“Specification for Works” in the USoR shall be reproduced and includedin the tender document as “Specification and Special Terms &Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.”At ch.70.40 km
10997
301428
27.41
Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).At ch.70.40 km
10997
157257
14.3
Dumping in position earth/sand filled gunny/polybags (capacity50kg) within a lead of 30 metre inclusive of all lifts.At ch.70.40 km
10997
39369
3.58
Supplying, dressing and stacking at site bamboo pins above 5 cm.diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length).At ch.69.00 km
900
31104
34.56
At ch.70.40 km
495.6
17128
34.56
Driving bamboo pins in standing or flowing water including scaffoldingand driving appliances.
(a) Where boats are not necessary.At ch.69.00 km
540
7079
13.11
At ch.70.40 km
247.8
3249
13.11
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)At ch.69.00 km
90
2360
26.22
At ch.70.40 km
70.8
1856
26.22
Taking out old bamboo pins from piling and stacking the same within 150 metre from the site of work.
(a) Where boats are not necessary.At ch.70.40 km
495.6
4723
9.53
Taking out bamboo wailing pieces after removing iron nails and stacking the same within 150 metre from the site of work. (a) Where boats are not necessary.At ch.70.40 km
70.8
160
2.26
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).At ch.69.00 km
715
5112
7.15
At ch.70.40 km
632
4519
7.15
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
At ch.69.00 km.
715
5963
8.34
At ch.70.40 km
632
5271
8.34
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.At ch.69.00 km
715
2560
3.58
At ch.70.40 km
632
2263
3.58
Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.At ch.70.40 km
632
4519
7.15
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