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Tender For Repair And Replacement Of Sewerage Line Back Side Of Jawan Barrack 194 Bn Shq Jawan Barrack And Type Ii Qtr 33 34 Of 194Bn Bsf Under Shq Bsf Gandhinagar, Gandhinagar-Gujarat

Border Security Force-BSF has published Tender For Repair And Replacement Of Sewerage Line Back Side Of Jawan Barrack 194 Bn Shq Jawan Barrack And Type Ii Qtr 33 34 Of 194Bn Bsf Under Shq Bsf Gandhinagar. Submission Date for this Tender is 27-02-2024. Barrack Tenders in Gandhinagar Gujarat. Bidders can get complete Tender details and download the document.




Tender Notice

42322223
Tender For Repair And Replacement Of Sewerage Line Back Side Of Jawan Barrack 194 Bn Shq Jawan Barrack And Type Ii Qtr 33 34 Of 194Bn Bsf Under Shq Bsf Gandhinagar
Open Tender
Indian
Gujarat
Gandhinagar
27-02-2024

Tender Details

Tender For Repair And Replacement Of Sewerage Line Back Side Of Jawan Barrack 194 Bn Shq Jawan Barrack And Type Ii Qtr 33 34 Of 194Bn Bsf Under Shq Bsf Gandhinagar

Key Value

Document Fees
Refer document
EMD
INR 1955.0 /-
Tender Value
INR 97763.0 /-

BOQ Items

Name of Work:-repair and replacement of sewerage line back side of jawan barrack 194 BN, SHQ jawan barrack and Type II Qtr 33,34 of 194 BN BSF UNDER SHQ BSF Gandhinagar.
Sl. No. Item Description
1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
2Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
3Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :200mm diameter
4Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 200mm diameter S.W pipe
5Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 eachWith Sewer bricks conforming to IS : 4885
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