Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Mar 2025
Closing Soon13 Mar 2025
Tender Amount₹ 12,14,605
Costs
EMD
₹ 12,500Document Cost
₹ 2,360Tender Fee
₹ 500
Summary
Repairs To Waste Weir, Repairs To Pitching, Widening And Raising Of Top Bund, Repairs To Head Regulator And Construction Work Of Karanji Ex. Ml. Tank
Description
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Contact
Tender Id
2025_CEWRN_1157762_1Tender No
E-Tender No. 25 of 2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
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Documents
BOQ Items
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Item no 4 :-Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed.
5.76
2585
14889.6
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Item 5: Providing and laying in situ cement concrete of grade M-15 40 MSA of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing with an initial lead of 1 km and all lifts etc. completed as directed.
5.94
6363
37796.22
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Item No.6 :-Providing and laying in situ cement concrete of grade M-15 (20 MSA) of trap /granite / gneiss/ quartzite/ graded metal for RCC work of retaing wall, piers, abutments etc.with Batching Plant and Transit mixer with c centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed.
48
7833
376010.4
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Item no 7:-Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area including cost of all materials, machinery, labour,spreading soil in layers of thickness not more than 150mm including providing 20 cm or so (perpendicular to side slope) of extra pride, removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not less than 95% or as stipulated, dressing to require profile including cost of water etc. complete with lead upto 1 km and all lifts etc complete
68.4
280
19213.56
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Item no 8:-Providing and Laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregate for canal lining for side and bed including cost of all materials, machinery, labours, cleaning with batching plant and transit mixer placing in position, finishing with slope of canal including Scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade excluding royalty of materials etc. complete with all leads and lifts
A) bed lining
6.12
7115
43544.41
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B) Slope lining
15.2
7277
110624.84
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Item no 9 :-Providing & fixing in position T.M.T.-FE-500 bar reinforcement of various diameters for RCCpile caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardis, copings , fins,arches,etc. as per detailed designs, drawings and schedules including ,Cutting, bending,hooking the bar, binding with wires or tack welding and supporting as required complete with all leads and lifts.
1.69
84424
142677.74
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Item no 10 :-Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed.
30.32
62
1907.13
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Item No.11:-Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc complete with lead up to 50 m and all lifts as directed.
212.5
802
170520.63
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Item NO 12:-Providing and Fixing and erecting, welding 8 mm MS bar @ 200 mm c/c both ways for Ferro cement walling with welded mesh of size 100 x 100 x 2.30 mm and chicken mesh 3 layers, etc. complete as directed.
9.6
1790
17188.8
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Item No 13 :- Providing intermal cement plaster 20mm thick in single coat in cement mortar 1:3without neeru finish to concrete ,brick surface in all position including scoffoldingand curing etc complete
9.6
441
4241.28
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Item no 14 ;-Dismanteling of stem rod , Hoist,& skin plate by gas cutting and refitting of same of canal gate of size 0.30 X0.30 mtr to 0.5x0.50 mtr -1 No complete with cost of sundry material and labour charges with leads and lifts etc complete
2
4238
8476.9
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Item no 15; Replacement of new stem rod of 32 mm dia. 1.5 mtr long -1 no canal gate of size 0.30 X0.30 mtr to 0.5x0.50 mtr -1 No complete including cost of material and machining charges with leads and lifts at site etc complete ( for other dia size length of stem rod actual weight is to be consider)
2
2638
5277.3
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Item no 16 ; Replacement and Refitting of of SS Seal plate of gate leaf per mtr length of canal gateof size 0.30 X0.30 mtr to 0.5x0.50 mtr -1 No complete including cost of material and machining charges with leads and lifts at site etc complete ( for for estimate purpose actual length of SS Plate is taken and charges should be made only in weight of SS plate cost of sundry material and welding length)
2
5217
10434.5
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Item no 17 ; Replacement and Refitting of of SS Seal plate of embadded frame per mtr length of canal gate of size 0.30 X0.30 mtr to 0.5x0.50 mtr -1 No complete including cost of material and machining charges with leads and lifts at site etc complete ( for for estimate purpose actual length of SS Plate is taken and charges should be made only in weight of SS platecost of sundry material and welding length)
4
5469
21877.8
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Item No 18 :-Dismantling of damaged side rubber seal -1 mtr from Gate leaf and fitting new musical note ttyoe side rubber seal( confirms to IS :- 11855 / 1986 ( UPDATED ) WITH M-12 x 75 mm long nut bolts -13 Nos (per mtr ) complete job with material and sundry matereial ,and labour charges with leads and lifts at site etc complete ( Total length of side rubber sill =Height+ 0.20 mtr)
4
7099
28397.2
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Item No 19:-Dismantling of damaged Bottom rubber seal -1 mtr from Gate leaf and fitting new Plain flat type Bottom rubber seal( confirms to IS :- 11855 / 1986 ( UPDATED ) WITH M-12 x 75 mm long nut bolts -13 Nos (per mtr ) complete job with material and sundry matereial ,and labour charges with leads and lifts at site etc complete ( Total length of Bottom rubber sill = width+ 0.20 mtr) A Plain flat typeBottom rubber seal 82 mmX16 mm
2
5768
11536.6
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ITEM no :-20 Dismantling the old lime concrete or cement concrete including stacking the material with all. lead and all lifts etc. complete
21.48
325
6987.44
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ITEM NO 21:-Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery ,labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting each layer to density control of not less than 95% of Proctor density using vibratory compactor including cost of water etc. complete with lead upto 1km for water and all lifts as directed.
337.8
86
29152.14
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