R and M of Sewer line and other misc. civil works at Data Centre, OPH, Jaipur
Jaipur Vidyut Vitran Nigam Limited · Jaipur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.0L
- EMD: ₹6K
- Published: 07 Nov 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 00:25 UTC
- Department: JVVNL - CMD, CE (O and M), Jaipur
- Office: SE-Civil
Description
Repair and maintenance of the sewer line and miscellaneous civil works at the Data Centre, OPH, Jaipur. The BOQ includes masonry, plastering, excavation, concrete, chambers, manhole covers, PVC pipes and fittings, interlocking pavement, and related dismantling and disposal work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (18)
- 6.1.6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). — Qty: 1 P.Cum
- 5.8.3 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) — Qty: 40 P.sqm
- 12.2.2 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick . — Qty: 50 P.sqm
- 1.8 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils — Qty: 40 P.Cum
- 3.1.6 & 3.1.2 Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.: (A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size). — Qty: 7 P.cum
- 14.2.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. — Qty: 7 P.cum
- 3.21.1 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. — Qty: 11 Each
- 3.32.2/S-3 Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size.500mm dia 12 Kg.-do-15 MT centre point load (medium duty). — Qty: 5 Each
- 500mm dia 22 Kg.-do-22 MT centre point load (Heavy duty). (3.32.4)/S-3 — Qty: 13 Each
- 3.16.4/S-3 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160 mm dia — Qty: 50 P.mtr
- 6.3(ii-a) / R Interlocking Concrete block Pavement With M- 30 Grade 0.30Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks ( measurements Shall be made inner to inner side of edge blocks ) Providing & laying of interlocking M-30 grade concrete Block pavements having thickness 60 mm as per drawings and as per IS 15658:2006 and all materials shall conform to MoRTH specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (b) Category 'A' dentated units to key into each other on all four faces Zigzag shape as per IRC SP 63-2004 — Qty: 25 P.sqm
- 3.17.9 (iii)/S-3 P & F rigid PVC pipe fitting ( IS: 4985 make) of approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant. (A) Bend 87.5 160 mm dia — Qty: 6 Each
- Socket plug 160 mm dia (3.17.13 (iii)/S-3 — Qty: 6 Each
- 5.2.2/B-5 Brick masonry with F.P.S. bricks of class designation 75 in Super structure above plinth level upto floor 5th level in all shapes and sizes in cement mortar 1:6 (1- cement: 6- coarse sand). — Qty: 4 P.cum
- 3.3.2/S-3 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe)150mm dia S.W. pipe — Qty: 50 P.Mtr
- Disposal of rubbish un-wanted material dismanted material, away from site at appropirate place including all lead and lift, loading unloading, transportation labour etc. As per direction of Engineer in charges. — Qty: 30 P.Cum
- Dismantling of interlocking blocks of 60mm thick and stacking of serviceable tiles away from site including all lead labour T&P complete in all respect. — Qty: 50 P.Sqm
- Refixing of stacked old serviceable interlocking blocks of 60mm thick on 20mm thick (av.) bed of coarese sand the joints is to be filled with fine sand including all labour T&P complete in all respect. — Qty: 50 P.Sqm
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