Tender For Construction Of 33 Kv, 5.43 Mvar Capacitor Bank At 220 Kv Gss Kotputli.
Tender Value
39.50 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
6 days left
EMD
79000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 33 Kv, 5.43 Mvar Capacitor Bank At 220 Kv Gss Kotputli.
BOQ
| Sl. No. | Item Description |
| 1 | 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 sum 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. (B-1/1.8) |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B-3/3.1.6) |
| 3 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. (B-4/4.1) |
| 4 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. (B-4/4.9) |
| 5 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) (B-4/4.13.3) |
| 6 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil. (B-1/1.1) |
| 7 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004. (B-11/11.38.1 (B)) |
| 8 | Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge. (G-2/293+G-4/4.2.14) |
| 9 | 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 (S-3/3.16.4) |
| 10 | 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. 110 mm dia (S-3/3.16.3) |
| 11 | Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls. (B-6/6.1.6) |
| 12 | Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. (B-6/6.3.4) |
| 13 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 20mm thick. (B- 12/12.3.2) |
| 14 | 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 450 X 450 mm depth upto 0.5 M Cement cover with frame. Deduct for using brick work 230 mm thick in place of 300 mm thick stone masonry (B-3/3.21.2.1) |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work , including cutting, hoisting (height up to 10 m), fixing In position and applying a priming coat of approved steel primer all complete. (B-9/9.2) |
| 16 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate. (B-11/11.3.1) |
| 17 | Carriage of Earth for 5 Km lead . (G-4/4.1.9) |
| 18 | Labour charges for collection of existing gravel from charged yard during day hours with the help of wooden basket , screening the same and stacking as per standard specification of screened gravel /rubbish recieved after screening . The cost of work includes spreading the screened gravel in 100mm thick layer with due care against any accident.The work is to be done as per direction of Engineer In Charge. |
| 19 | Labour charge for spreading of available 20 to 63 mm nominal size hand/ crusher broken stone aggregate in uniform layer 100 mm thickness in yard of any substation (charged/ uncharged GSS) with manual/ Mechanical means, as permitted by engineer in charge with due care as per safety norms of substation, complete in all respect with all lead and lift. (payment shall be done as stack measurment after deduction of voids, as per norms.) |
| 20 | Supply & Fixing 30mm thick ferro cement RCC cable trench covers up to span 1200mm C:C grade M-30 having outer frame of M.S. flat 30x3 mm and reinforcement consisting of 6mm dia M.S.round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with bibding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system , 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.S. flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. tThe above covers shall to take for live load of 2000 KG/sqm and minimum ultimate load of 3000 Kg/sqm under defection not exceeding L/25.(excludung GST and inclusive of transportation charges) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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