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Construction Of Saharjuri Wds 5 At Mouza - Saharjuri , J.L. No. 76, Plot No. 490, Block - Baghmundi, Dist.-Purulia Under Wbadmip C, Block-Baghmundi, Dist-Purulia-West Bengal

Water Resources Department-WRD has published Construction Of Saharjuri Wds 5 At Mouza - Saharjuri , J.L. No. 76, Plot No. 490, Block - Baghmundi, Dist.-Purulia Under Wbadmip C. Submission Date for this Tender is 30-10-2021. Civil Work Tenders in Block-Baghmundi, Dist-Purulia West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

29288853
Construction Of Saharjuri Wds 5 At Mouza - Saharjuri , J.L. No. 76, Plot No. 490, Block - Baghmundi, Dist.-Purulia Under Wbadmip C
Open Tender
Indian
West Bengal
Block-Baghmundi, Dist-Purulia
30-10-2021

Tender Details

Construction Of Saharjuri Wds 5 At Mouza - Saharjuri , J.L. No. 76, Plot No. 490, Block - Baghmundi, Dist.-Purulia Under Wbadmip C

Key Value

Document Fees
Refer document
EMD
INR 16700.0 /-
Tender Value
INR 8.31 Lakhs /-

BOQ Items

Name of Work: Construction of Saharjuri WDS 5 at Mouza - Saharjuri , J.L. No. 76, Plot No. 490, Block - Baghmundi, Dist.-Purulia under WBADMIP
Sl. No. Item Description
1Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. Girth including removing as directed by Engineer-in-charge.
2Excavation 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)
3Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting 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)
4Excavation in soft weather rock / solt laterite rocks 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)
5Earth 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. Depth of excavation not exceeding 1,500 mm.
6Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
7Hire 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), 25 mm to 30 mm shuttering without staging in foundation
8Ordinary Cement Concrete (mix1:2:4) with garaded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS code.a) Pakur variety
9Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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.600 mm dia
10Supplying, testing and installation of open Weave Jute Geo- textile (JGT )having overall weight of 500 gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warp direction) × 7.50KN/m (weft direction) on slopes of embankments dressed and cut to a gradientas per design and drawing for control of surfaces oil erosion on proposed bank slope of embankment including the cost of preparation of sub-grade and excavating the trenches of 500mm deep and spade- width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the worksite, all leads and lifts complete. (Payment will made on the basis offinished surface area of the slope).
11Construction of a Sign board of size 1.80 m x 1.20 m made of brick masonary (1:4) cement mortar 125 mm thick insidesourrounding with 250 mm x 250 mm thick out side, foundation depth 0.60 m, with 15 mm thick plaster(1:6). Lettering should be done with approved Black paintover Yellow Background complete as per direction of E-I-C.
12Construction of Staff Gauge
13Earth 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. Depth of excavation not exceeding 1,500 mm.
14Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
15Hire 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) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
16Ordinary 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
17Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) 100 mm dia. medium quality
18Painting block letters or digits in Black Japan or any approved paint as per direction. Size above 7.5 cm. and upto 10 cm.
19Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. On timber or plastered surface. Two coats (with any shade except white)
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