Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date22 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 1,65,67,732.15 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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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

46049.63

98

4512863.74

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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

53102

10

531020

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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

545873

21834.93

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Inlet & Outlet Structure (14 Nos.), Hume Pipe Culvert (2 Nos.), Protection Work & Display Board (4 Nos.) : 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.

349.17

11927

41645.51

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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

127.56

361

46049.16

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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

25.01

5865

146685.42

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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

70

2907

203554.4

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Brick work with 1st class bricks in cement mortar (1:4), In foundation and plinth

60.49

5682

343692.82

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(b) In Superstructure ground floor.

5.88

5905

34721.4

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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, 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

145.52

194

28230.88

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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

145.52

34

4947.68

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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

302.14

7754

23428.21

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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

15.35

93621

14368.95

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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

7502

225085.2

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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.

28

115

3220

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Supplying Jhaw / Eucalyptus bullah piles at work site, driving and fitting, fixing with iron nails and half split wailing post etc. (ii) 15 cm av. Diameter

100

3692

369212

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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

100

1139

113981

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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.

4

3677

14710.04

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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 & 2.09 ]

4

1548458

61938.36

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TOTAL WITHOUT GST AND LABOUR CESS

1

1

6756043

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Including GST @ 12%

12

6756043

810725.16

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Including Cess @ 1%

1

7566768

75667.68



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