Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Nov 2024
Closing Soon23 Dec 2024
Tender Amount₹ 2,26,28,134.69
Costs
EMD
₹ 2,07,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_776119_9Tender No
WRDD/KOLAID/21/2024-25/Gr.-A to MTender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. (mode of measurement : pre work and post work), For Excavation of Canal & Cross Bandh
51057.5
98
5003635
... More
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water
41905
10
419050
... More
For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % should be allowed over the existing schedule rate excluding Earthwork i.e. item No. 1.04
4
459060
18362.43
... More
Inlet & Outlet Structure (5 Nos.), Cross Culvert (1No.), Double vent 1200 dia. Sluice Gate (1 No.) Display Board (1 No.) & Protection Work
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
445.55
11927
53140.75
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
156.68
361
56561.48
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes, Pakur Variety
74.61
5939
443143.11
... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
a) Pakur Variety.
33.86
6478
219355.58
... 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.
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
II. JSW/JSPL/SHYAM/ SRMB/ BMASL/ ELECTRO STEEL/SSL
0.68
60150
40902
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.50 m.
45
386
17370
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge) (b) For additional depth beyond 1.5 m. and upto 3.00m
30
439
13170
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Providing and laying reinforced cement concrete pipe NP3 (600 mm. dia.) with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD, 600 mm dia
25
2941
73548
... More
Brick work with 1st class bricks in cement mortar (1:4), In foundation and plinth
122.92
5682
698431.44
... More
(b) In Superstructure ground floor.
3.75
5905
22143.75
... More
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, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster, in ground floor
296.93
194
57604.42
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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
296.93
34
10095.62
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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), With earth obtained from excavation of foundation
809.63
7754
62778.93
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supplying of sand
8.12
93621
7602.03
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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.
17.36
1378
23933.02
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Providing and laying reinforced cement concrete pipe NP3 (1200 mm. dia,) with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(A)1200 mm dia [ Ref: ₹ 1021.00 + Analysis for cost of carrige & Materials attacched + 20% for riverine]
30
7603
228115.2
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
98
115
11270
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Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
25.95
2208
57312.13
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Cast-in-situ cement concrete blocks or lining units as per designed size and specification, with well graded stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 to act as a separator between the bottom surface of the block and the filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface with 1:3 cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of filter. With Stone aggregatesl (Pakur, North Bengal or Rajmahal varieties)
b) Nominal Mix. 1:2:4 with 20 mm down coarse aggregate
33.9
4153
140786.7
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Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin-charge) excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.
1898.25
84
159453
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Supplying, fitting, fixing Mild Steel flap shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin-charge) including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.
2000
84
168000
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Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS 3,677.51 and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
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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)
224
29
6496
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Driving bamboo pins where boats are not necessary.
134
11
1474
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Supply of empty cement polythene bags in good condition
92
6
552
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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 0.028cum/ bag
92
7
644
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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. iv) 17.5 cm av dia.
600
267
160200
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Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge a) One Coat
282.6
29
8195.4
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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.
iv) 17.5 cm av dia.
600
112
67200
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Supplying Bamboo piles at work site, driving and fitting, fixing with iron nails and half split wailing post etc & strengthening with earth filled gunny bags stacked at site.
(ii) 5cm-7.5 cm av. Diameter
250
1141
285392.5
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Extra carriage of materials by cart/boat/head load besides initial transport of construction materials by truck (from road to work site) [except earthwork in excavation and filling works i.e. Item No. 2.01 & 2.13 ]
4
2982628
119305.16
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TOTAL WITHOUT GST AND LABOUR CESS
1
1
8698912
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Including GST @ 18%
18
8698912
1565804.16
... More
Including Cess @ 1%
1
10264716
102647.16
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