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Tender ID
Tender Value
₹4.3 L
EMD Value
₹8,650
Closing Date
6 Mar 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
C/O RCC Manhole Chmaber 1 Nos near at Jail Road near DEO Office and Laying Jointing and Testing of DI pipe 200mm dia 15 Rmt and C/O RCC Plate form to support the truss at Jail road near DEO Office 2 Nos
2026_HPIPH_129604_1
20846-945
Open Tender
Civil Works
Item Rate
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹8,650
7 Mar 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in all leads and lifts.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement 1:5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform in all leads and lifts.
Centering and shuttering including strutting. propping etc. and removal of form for all heights: Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering. huttering, fir ishing and reinforcement 1:1.5:3 (1) cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.
Reinforced cement concrete work in beams. suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts.
Fixing of Precast SFRC Manhole Cover with Frame conforming to IS-12592 (Part -1)-1998 with latest ammendments 560 mm dia in all leads and lifts.i) Medium Duty
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size in all leads and lifts.
Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R | quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) in all leads and lifts. 200 mm Dia
Terms and conditions
The work shall be executed as per HPPWD/JSV/ISI specifications and to the entire satisfaction of the Engineer-in-charge.
The contractor shall be fully responsible for watch and ward of the material at site of work.
Nothing shall be paid for rejected material.
1% rebate on overall amount of dismantled materials shall be given by the contractor.
1% labour cess will be deducted from the bill of the contractor.
GST as applicable will be borne by the contractor.
The rates shall be inclusive with GST and carriage .
The work should be completed in the stipulated period.
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