Tender For Construction Of Civil Foundation And Other Civil Works For 20/25 Mva Tr-Iii At 132 Kv Gss Pallu
Tender Value
51.70 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
4 days left
EMD
1.03 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hanumangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Civil Foundation And Other Civil Works For 20/25 Mva Tr-Iii At 132 Kv Gss Pallu
BOQ
| Sl. No. | Item Description |
| 1 | B-1.6 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (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 |
| 2 | B-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 |
| 3 | P/ 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 (1Cement : 4 Course Sand : 8 Graded stone agg. 40 mm nominal size (Crusher Broken) (B-3.1.6) |
| 4 | Providing and laying in position specified grade of reinforced 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 excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4.1.) |
| 5 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , .(B-20 / 4.9) |
| 6 | 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 three level.Tremo Mechanically treated bars(Confirming of relevent IS Code) 4.13.3 |
| 7 | B-23/5.1.2 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 8 | (B-195/12.42) Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 9 | B-12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick |
| 10 | (9.2) 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: |
| 11 | Cement concrete flooring grade 1:2:4 finished with a floating coat of neat cement including cement slurry , making lines or grooves etc complete but excluding the cost of nosing of steps etc. complete :.40 mm thick with 20 mm thick nominal size aggregate. ( B /11.3.1) |
| 12 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-35/ 3.16.3) |
| 13 | (1.1) 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 |
| 14 | (11.38.1 (B)) 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 A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 15 | Chapter G-3 , G-5 ,22 Stone aggregate (Single size) : 40 mm nominal Size R-1 1.1(13) Add extra for lead of 186 km (1109+271+8*166=2708) |
| 16 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.All kinds of soil 1.10.2 |
| 17 | (3.8.5) 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 |
| 18 | Construction of chamber in all type of soil with 230 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, 40mm 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 450X450 mm depth upto 0.5 M Cement concrete cover with frame. (S- 3.21.2-3.21.2.1)(2602-508) |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 12.46.1 |
| 20 | Providing glass strips in joints of terrazzo/cement concrete floor :40 mm wide and 4 mm thick.(B- /11.9.1) |
| 21 | (11.29 ) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 22 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 100 mm dia nominal bore b class 2.2.9 |
| 23 | (7.12) Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 24 | (9.17) Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint |
| 25 | Structural steel work welded in single up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(B-92/9.1) |
| 26 | (5.2.2 ) Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 27 | (4.3) 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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 28 | (B-4.10.2) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc |
| 29 | (B-12.3.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :12mm thick. |
| 30 | (14.2.1) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 31 | (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. |
| 32 | R- (6.1) Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 33 | R- (4.1 (A) iii ) Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader onprepared 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 By Mix in Place Method Clause 401. For Grading III Material |
| 34 | (R-16.41.2) Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness75mm to150 mm anti-corrosive bitumen painted M.S.plate Rimand on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 451 to700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 35 | Supply & Fixing 30mm thick ferro cementRCC cable trench covers up to span 1 200mm, 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 binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like pl asticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of I0mm 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. The above covers shall to fake for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding L/25. (excluding GST and inclusive of transportation charges). |
| 36 | Labour charges forspreading of 20-63 mm nominal size hand/crusher broken stone aggregate in uniform layer of 100 mm thickness in yard any substation charged uncharged yard by manual/mechnical means as permitted by engineer in charge with due care of safety norms of substation complete in all respect |
| 37 | Labour charges for collecting 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 received after screening. The cost of work includes spreading the screened gravel in 100 mm thick layer with due care against any accident. The work is to be done as per direction of Engineer in charge. |
| 38 | Labour charges for removing, stacking and re-fixing of 60 mm thick interlocking blocks with all lead, lift and T&P etc. complete in all respect as per direction of Engineer In-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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