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Tender For Augmentation Of Sewerage Line Of Type-V (Qtr No. 03,02 And 06) Residential Qtrs At Bsf Campus Paloura Under Ftr Hq Bsf Jammu., jammu-Jammu And Kashmir

Border Security Force has published Tender For Augmentation Of Sewerage Line Of Type-V (Qtr No. 03,02 And 06) Residential Qtrs At Bsf Campus Paloura Under Ftr Hq Bsf Jammu.. Submission Date for this Tender is 12-08-2025. Sewerage Construction Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

50470805
Tender For Augmentation Of Sewerage Line Of Type-V (Qtr No. 03,02 And 06) Residential Qtrs At Bsf Campus Paloura Under Ftr Hq Bsf Jammu.
Tender
Indian
Jammu And Kashmir
Jammu
12-08-2025

Tender Details

Tender For Augmentation Of Sewerage Line Of Type-V (Qtr No. 03,02 And 06) Residential Qtrs At Bsf Campus Paloura Under Ftr Hq Bsf Jammu.; 1 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 3 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 4 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipe 5 Constructing 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 :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 6 Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 7 Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 8 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 9 Providing and laying unplasticised Rigid PVC pipes (working pressure 2.50 kg / cm2 ) , includingjointing with solvent,required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.(i)Single socketed pipes. 200 mm diameter 10 Cleaning of sewer line of dia not exceed 200 mm with split bamboo, water and inside it good functioningincluding removing and disposal of sludge etc, within a lead of 50 mtr as per direction of engineer in charge. 11 Cleaning of manhole(size 90x80x45 cm) including taking out sludge from the manhole and disposal of the same within 50 mtrlead all complete as per the direction of engineer in charge. 12 Cleaning of septic tank including taking out sludge from the septic tank and disposal of the same within 1.5 Km lead all complete as per the direction of engineer in charge.

Key Value

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Tender Value
INR 5.16 Lakhs /-
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