Power Boards / Undertakings / PSU Closing in 30 days TDR #57194092

Tender For Civil Works For Construction Of 1No 33 Kv Hindon Airport Bay At 220 Kv Sub Station Morti Ghaziabad.

Issued by Boards / Undertakings / PSU · Ghaziabad, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Sep 2026
30 days left
EMD
17500
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Civil Works For Construction Of 1No 33 Kv Hindon Airport Bay At 220 Kv Sub Station Morti Ghaziabad.

BOQ

Name of Work:- Civil works for Construction of 1no 33 KV Hindon Airport Bay at 220 KV Sub Station Morti Ghaziabad.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kind of soils
2Earth 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 kinds of soil.
3Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5Providing and laying in position cement concrete of specified grade 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)excluding the cost of centering and shuttering - All work up to plinth level :
6Providing and laying in position specified grade of reinforced cement concrete 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), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
7Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
8Centering and shuttering including strutting, propping etc. and removal of form for columns, Pillars, Piers, Abutments, Posts and Struts
9Providing, 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).
10Steel 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.
11Brick 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 (1 cement : 4 coarse sand).
12Structural 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.
13Cement 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
1412 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand).
15Painting 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.
16Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work
17Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) .
18Supply of 25 mm. dia M.S. Anchor bolts (conforming to IS 266) 500 mm. long with base plate (50x50x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work
19Fixing 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) .
20Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only).
21Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary gantry (labour rate only).
22Fabricationof template for main gantry foundation includingcost of all labour, and T&P etc. required for proper completionof the work. Steel shall be arranged by contractor free of cost. This template shall beproperty of contractor.(Labour rate only).
23Fabrication of template for auxiliary foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57194092
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 25-09-2026
Authority
Authority Name Uttar Pradesh Power Transmission Corporation Limited
Work Description Tender for Civil Works For Construction Of 1No 33 Kv Hindon Airport Bay At 220 Kv Sub Station Morti Ghaziabad.
Basic Detail
Tender No E-Tender Notice No-25/2026-27 Sl No-40/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 25 Aug 2026
Submission Date 25 Sep 2026
Open Date 26 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee 1770
EMD 17500
Exemption Not Available
Document List
BOQ_2218391.xls
c910a5b9-7e1e-4676-84d9-3e08c72dfe98.html
PQR40.pdf
Tendernotice_1 (65).pdf

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Tender Timeline

Aug 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 30 days
Sep 26, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 31 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2218391.xls

html

c910a5b9-7e1e-4676-84d9-3e08c72dfe98.html

pdf

PQR40.pdf

pdf

Tendernotice_1 (65).pdf

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