Civil work for Construction of 01 No. 33 KV Sitapuri-II Bay (Reverse Bay) under deposit scheme at 132 KV S/s Gulabbari, Distt. Moradabad

Chief Engineer (Civil-1) · Moradabad, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹3.7L
EMD: ₹4K
Published: 26 Sep 2026
Closing date: 12 Oct 2026
Status: open
Department: UP Power Transmission Corp.Ltd (Works and Projects)
Office: Moradabad Circle

Description

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 (24)

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kind of soil — Qty: 45 Cum
Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge — Qty: 150 Cum
Cement concrete 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 3.5 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 0.6 Cum
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 15 Cum
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 1 Cum
Centering and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 70 sqm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 700 kg
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 — Qty: 4 Cum
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 700 kg
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, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate — Qty: 12 sqm
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) — Qty: 50 sqm
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) — Qty: 15 sqm
Neat cement punning. — Qty: 45 sqm
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. — Qty: 15 sqm
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. — Qty: 1 Cum
Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(NSI-15) — Qty: 28 No
Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour, T&P etc. reqd. for proper completion of the work. (labour rates only). — Qty: 32 No
Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only). — Qty: 60 RM
Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary structure (labour rate only). — Qty: 6 No

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