Tender For Construction Of Yard Foundations, Cable Trenches And Levelling & Dressing Work At 220 Kv Gss Salarpur
Tender Value
3.74 Crore
Estimated cost
Bid Submission
29 Jul 2026
18 days left
EMD
7.48 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
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Yard Foundations, Cable Trenches And Levelling & Dressing Work At 220 Kv Gss Salarpur
BOQ
| Sl. No. | Item Description |
| 1 | B-1/1.8 Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5 M in width or 10 Sqm on plan including dressing of sides and ramming of bottom lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils. |
| 2 | (B-1/1.6) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed All kinds of soil |
| 3 | B-3/3.1.6 P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 4 | B-6/6.1.6 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. |
| 5 | B-6/6.3.4 Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. |
| 6 | B-4/4.1 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 |
| 7 | (B-4/4.13.3) 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 bars (IS : 1139). |
| 8 | B-4/4.9 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. |
| 9 | B-11/11.3.1 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 grooves et c. complete but excl the cost of nosing of steps etc. complete 40mm thick with 20mm thick Nominal Size aggregate. |
| 10 | B-12/12.3.2 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick |
| 11 | B-11/11.9.1 Providing and fixing glass strips in joints of terrazo/ cement concrete 40mm wide and 4mm thick floors. |
| 12 | B-9/9.1 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. |
| 13 | B-9/9.2 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: |
| 14 | (B-9/9.8.1) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 15 | (G-2/293+G-4/4.2.14) 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 |
| 16 | B-3/3.8 P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification |
| 17 | S-3/3.16.3 P&F rigid PVC pipe (IS 4985 mark) class IInd /4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 110mm dia |
| 18 | S-3/3.16.4 P&F rigid PVC pipe (IS 4985 mark) class IInd (4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 160 mm dia |
| 19 | S-3/3.21.2 Construction of chamber in all types of soil with 300 mm thick masonry in CM 1.5 M 100mm thick CC 1:5:10 in foundation 20mm thick insider plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 Gr CC flooring E/W etc. complete as per design including disposal of surplus earth within a lead of 50 Mtr inside size 450x450mm depth up to 0.5 M & size 450 x 450 mm RCC cover with frame |
| 20 | B-1/1.25 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 21 | (S-2/2.2.9) P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 100mm dia nominal bore 'B' Class |
| 22 | (B-1/1.10.2) 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.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 23 | (S-3/3.3.6) 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. pipe |
| 24 | G-4.1.13 Carriage of earth with 20.0km lead including loading, unloading and stacking as per direction of engineer incharge |
| 25 | G-4.1.14 Carriage of morrum with 29.0km lead including loading, unloading and stacking as per direction of engineer incharge |
| 26 | (R-4/4.2.1.ii) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. for grading-II Material |
| 27 | R-3/3.4(i) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50m as per MoRTH |
| 28 | R-3/3.5(ii) Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 29 | Labour charges for spreading of available 20 to 63 mm nominal size hand/ crushed broken stone aggrageta in uniform layer on 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 substations, complete in all respect with all lead anf lift (Payment shall be done as per stack measurment, after deduction of voided, as per norms. |
| 30 | 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 30x3mm 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 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. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding 1/25. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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