Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date10 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 39,15,750.77
Costs
EMD
₹ 80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_813631_2Tender No
WBWRDD/EE(AM)/HWH/eNIT 34/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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)
a) For Excavation of Canal
29963
98
2936374
... More
b) For Cross Bandh
79.62
98
7802.76
... 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.
24939.2
10
249392
... 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 (for Item Sl No 1,2,3 & 6)
1
10853
10853.12
... More
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.
187.28
119
22336.89
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
15
357
5355
... 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.
a) Pakur Variety.
2.84
5985
16998.02
... More
Providing and laying reinforced cement concrete pipe NP3 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.
(D) 600 mm dia [ Ref: ₹ 382.00 + Analysis for cost of carriage & Materials attached]
20
2958
59178.4
... More
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth .
1.28
5560
7116.8
... 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
15.96
185
2952.6
... More
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.
15.96
34
542.64
... More
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.
166.2
77
12887.15
... 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.(for Item Sl No 9 - 14)
1
3685
3685.72
... More
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed,12.5 cm avg. dia (3.5 m long each @ 3 nos./m)
203
145
29435
... More
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed,10 cm avg. dia (2.0 m long each @ 2.50 m c/c )
44
96
4224
... More
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, 12.5 cm avg. dia (2.0m to be driven for each pile )
116
92
10672
... More
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, 10 cm avg. dia (1.75 m to be driven for each pile )
14
83
1162
... More
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw/Eucalyptus
38
104
3952
... More
Supply to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg)
(30.0m x (0.5+0.9)m/2 x 0.75m = 0.525 cum @0.028cum/bag)= 19 Nos
361
6
2166
... More
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 done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 m as per direction of Engineer-in-Charge (cost is excluding the cost of any types of filling materials)
361
7
2527
... More
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
361
3
1083
... More
Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter
(@ 7nos/m = 106 nos)
633
29
18357
... More
Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter
(@ 3m c/c = 6 nos)
20
29
580
... More
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary
(2/3 be driven for each pile )
422
11
4642
... More
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary
(1.75m to be driven for each pile )
17.5
11
192.5
... More
Supply to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg)
(30.0m x (0.5+0.9)m/2 x 0.75m = 0.525 cum @0.028cum/bag)=19
570
6
3420
... More
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 done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 m as per direction of Engineer-in-Charge (cost is excluding the cost of any types of filling materials)
570
7
3990
... More
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
570
3
1710
... More
For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % (for Sl no 17.1-18.7)
1
3524
3524.52
... More
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.
0.54
119
64.41
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1.2
357
428.4
... 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.
a) Pakur Variety.
0.09
5985
538.67
... More
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth .
1.08
5560
6004.8
... More
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.
0.18
77
13.96
... 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
4.1
185
758.5
... More
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.
4.1
34
139.4
... More
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer-in-charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
1
1015
1015
... More
Painting block letters or digits in Black Japan or any approved paint as per direction.
c) Size above 4 cm. and upto 5 cm.
200
10
2000
... More
d) Size above 5 cm. and upto 7.5 cm
100
11
1100
... More
Extra carriage of materials by cart/boat/head load besides initial transport of construction materials by truck (from road to work site)4 % ( From Sl No 20-29 except sl No. 20,&24)
1
479
479.39
... More
GST @ 12% (For Sl No 1-30)
1
415390
415390.82
... More
Cess 1%(For Sl No 1-31)
1
38769
38769.8
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