Tender For Construction Of Foundation,Cable Trenches, Levelling Dressing & Internal Fencing At 132 Kv Gss Tehroli (Kota)
Tender Value
3.37 Crore
Estimated cost
Bid Submission
21 Oct 2026
6 days left
EMD
6.75 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Foundation,Cable Trenches, Levelling Dressing & Internal Fencing At 132 Kv Gss Tehroli (Kota)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Oct-2026 | CORRIGENDUM | Other | 21-Oct-2026 |
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 Sqm on plan) including dressing of sides and ramming of bottoms, lift up to 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/1.8) |
| 2 | Excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 Mtr. including taking out the excavated materials, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc.,]stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr.ORDINARY ROCK. Pipes, cables etc. exceeding 80mm dia but not exceeding\ 300mm dia. B-1.10.2 |
| 3 | Supplying and Filling in plinth with river sand under floorsincluding watering ramming consolidating and dressingcomplete including cost of sand B-1.27(a) |
| 4 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering ;All up to plinth level; 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size).(B /3.1.6) |
| 5 | 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/4.1) |
| 6 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix (B-4.2) |
| 7 | 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)(B-6.1.6) |
| 8 | Add Extra for Random Rubble stone masonry wall upto 30 cm and less thickness (B-6.3.4) |
| 9 | 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. (A) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)(B-3.2.2) |
| 10 | 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/4.9) |
| 11 | __DO__(B ) Columns, pillars, posts and struts etc. (B-4.10.3) |
| 12 | 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/4.13.3) |
| 13 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. B/9.1 |
| 14 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (B-9.2) |
| 15 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick.(B-12.3.2) |
| 16 | Cement concrete flooring grade 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete: (A) 40 mm thick with 20mm nominal size aggregate.(B-11.3.1) |
| 17 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40mm wide and 4mm thick(B-11.9.1) |
| 18 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth.+Carriage of materials Earth,sand,lime,morrum manure or sludge.For 8 kms Voids shall be deducted as per relevant IS Code (1200 Part-1:-1992)clause 4.3.2 on pre acceptance Basis (i.e. 16.67% in our case). (B1.2-B1.4+G4.1(9+10-4)) |
| 19 | Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with K392 and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxideAdd extra if square,rectangular hollow tubelar sections are used(B-9.8) |
| 20 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25 mmx 25 mm x 2.1 mm. (B-9.38.3) |
| 21 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles ISI marked [IS : 13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster on walls and pillar). Category-A : Kajaria, Jhonson, , Somani make(B-7.12) |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. (B/ 12.46.1) |
| 23 | Painting exterior surface of Wall with 100% acrylic exteriorpaint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision . New Work (B-12.43.1) |
| 24 | Basis rates of material stone aggregate (single size)40 mm nominal size carriage of material Earth,sand,lime,morrum manure or sludge 20 km(G-3/293+G-4/4.1.13) |
| 25 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make110mm dia S/3.44.2 |
| 26 | (S-2.2.6 )P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.50mm dia nominal bore 'B' Class |
| 27 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make (a) Bend 87.5 dg (S-3.45.6(ii)) |
| 28 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300mm dia Internal 3.8.5 |
| 29 | 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)300mm dia S.W. pipe3.3.6 |
| 30 | 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-do- size 450 x 450mm depth upto 0.5 M Cement cover with frame. (S-3.21.2) |
| 31 | Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class \\"A\\" & \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etcSpan 1201 mm to 1500 mm Standard Size 2100 x 500 mm R-16.41.4 |
| 32 | Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class \\"A\\" & \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc.Span 701 mm to 1200 mm Standard Size 1500 x 600 mm R-16.41.3 |
| 33 | PWD Unified Road BSR 2025-26 Granular Sub-base with Well Graded Material (Table 400-1) By Plant Mix Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. Grading-III Material R-4.2(vi) |
| 34 | Supply and fixing 30 mm thick ferro cement RCC cable trench covers up to span1200 mm C:C Grade M-25 (1Cement : 1 Course sand:2 graded store aggregate 20 mm nominal size) having outer frame of M.S.Flat 30X3 mm and reinforcement consisting of 6 mm dia M.S. round bar both bay at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I wire mesh 12 mm shape of 24 gauge including proper quantities of concrete additinoal admixture like plasticizer,bond improving compound etc manufacture with vibro pressing system 20% cover shall have lifting hooks of 10 mm dia plain round bar to be fixed as directed M.S. flat/ hooks exposed shall be painted with two coats of superior quality corrosian resistance paint. The above covers shall be take for live load of 2000 kg/Sqm and minium ultimate load of 3000 kg/sqm under defection not exceeding L/25(inclusive of transportation charges).Approved by CE Civil RVPN Jaipur vide RRVPNL/CE/CIVIL/F./JPR/D.570 dtd. 24.07.2026 |
| 35 | Labour charge for spreading of available 20mm -63mm nominial size Hand /crusher broken stone aggregate in uniform layer of 100mm thickness in yard of any thickness of any substations(charged/uncharged GSS) with manual/mechanical means as permitted by the Engineer in chargewith due care as per safety norms of substation complete in alll respect with lall klead & lift .(Payment shall be done as per stack measurment after deduction of voids as per norms ) item approved by CE(civil) Jaipur vide RRVPNL/CE/CIVIL/F./JPR/D.570 dtd. 24.07.2026 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender