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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC ASHRAY NIWAS RAJSHRI SHAHU NAGAR ANJANGAON SURJI DISTRICT AMRAVATI | AMRAVATI | AMRAVATI | MAHARASHTRA | 444601 | ₹5.2 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹5.7 Cr+₹46.7 L (8.90%)Rejected-Finance OFFICE NO 304 305 3RD FLOOR PLOT NO 1 USHA CHAMBERS L S C NEW RAJDHANI ENCLAVE DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | ₹5.7 Cr+₹46.7 L (8.90%) | L2 | Rejected-Finance Being other than L1 Bidder |
| 3 | L3₹6.2 Cr+₹92.7 L (17.7%)Rejected-Finance FLAT NO 101 UGF FRONT LHS RZ B 49A KAILASHPURI PALAM COLONY NEW DELHI 110045 | SOUTH WEST | DELHI | 110045 | ₹6.2 Cr+₹92.7 L (17.7%) | L3 | Rejected-Finance Being other than L1 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Approved, being two class below. |
| Sl No | Description | Qty | Unit | G and G Infratech Private Limited L2 | HIND CONSTRUCTIONS L3 | M/s Shriram Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00 | Design, fabricate, supply and erect a Pre-Engineered Building (PEB) steel superstructure with RCC foundation for a PT Shed including an integrated store room with RCC Roof, complete all as specified and directed. The work shall conform to the dimensions and functional requirements indicated in the Architectural Drawings and shall be designed and executed in accordance with the design parameters and material specifications specified in PS Clause 24 to 30. The scope of work shall include site development, earthwork, RCC foundations with anti-termite treatment, plinth protection, waterproofing to RCC roofs, doors, windows, cupboards, internal and external finishes, and all other ancillary and functionally required works for complete and stable construction. The topographical survey map and soil investigation report, enclosed, shall be referred to for design. All finishes to structural and non-structural components shall be executed as per Particular Specifications and the Schedule of Finishes Drawing, complete all as specified and shown on drawings. | 1 | Each Job | 2,64,64,064 ₹2,64,64,064 | 2,86,00,000 ₹2,86,00,000 | 2,50,00,000 ₹2,50,00,000 Lowest |
| 2.00 | Design, fabricate, supply and erect a Pre-Engineered Building (PEB) steel superstructure with RCC foundation for a Training Shed at Phillora Lines Area, complete all as specified and directed. The shed shall be designed to meet the dimensions and functional requirements indicated in the Architectural Drawings. The design shall be carried in accordance with the design parameters and material specifications specified in PS Clause 24 to 30. The scope shall include site development, earthwork, RCC foundations with anti-termite treatment, plinth protection, and all other ancillary and functionally required works for complete and stable construction. The topographical survey map and soil investigation report are enclosed to facilitate design. Finishes to all structural and non-structural components shall be as per Particular Specification and the Schedule of Finishes Drawing. | 1 | Each Job | 95,64,064 ₹95,64,064 | 1,11,00,000 ₹1,11,00,000 | 95,00,000 ₹95,00,000 Lowest |
| 2.01 | Design, fabricate, supply and erect a Pre-Engineered Building (PEB) steel superstructure with RCC foundation for a Training Shed at FACTA Area, complete all as specified and directed. The shed shall be designed to meet the dimensions and functional requirements indicated in the Architectural Drawings. The design shall be executed in accordance with the design parameters and material specifications specified in PS Clause 24 to 30. The scope shall include site development, earthwork, RCC foundations with anti-termite treatment, plinth protection, and all other ancillary and functionally required works for complete and stable construction. The topographical survey map and soil investigation report are enclosed as Appendices ‘B’ and ‘C’ respectively to facilitate design. Finishes to all structural and non-structural components shall be as per Particular Specifications and the Schedule of Finishes Drawing, complete all as specified and shown on drawings
Notes:-
(i) The ground at the proposed site is sloping, and the foundation design shall include suitable diaphragm structures or retaining walls wherever required for stability of the substructure, as determined from site conditions and design analysis.
(ii) Access to the proposed site is not available from the Cantonment Area. The tenderer is strongly advised to visit the site prior to quoting and shall include in the quoted rate the cost of all necessary works required for development of access from the Civil Area, including temporary arrangements, approach road formation, or any other measures needed for execution of the work. No extra payment on this account shall be admissible.
(iii) Water and electricity shall not be provided at the FACTA location. The contractor shall make his own arrangements for water, power, and all related distribution and storage facilities required for execution, testing, and commissioning of the work. | 1 | Each Job | 94,64,064 ₹94,64,064 Lowest | 1,21,00,000 ₹1,21,00,000 | 95,00,000 ₹95,00,000 |
| 3.00 | INTERNAL ELECTRIFICATION
M&L for point wiring complete for One light/Fan/Exhaust Fan/Bell point/ Bldg Security Light / Industrial wall mounting fan controlled by one switch with PVC insulated and unsheathed FRLSH cable 1.5 Sqmm (nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of required colour complete, including suitable cover plate of any module including 1.5 Sqmm PVC, FRLSH cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.
Note :-
(i) In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.
(ii) Height of socket should be 1.2m above from FFL
(iii) Conduit shall be fixed on surface of roof with necessary saddles where concealing of conduit is not feasible at no extra cost. | 118 | Per Point | 4,340 ₹5,12,120 | 700 ₹82,600 Lowest | 800 ₹94,400 |
| 3.01 | M&L for Point wiring complete for one 5 Pin 5 Amp switch Socket outlet point on an independent board, with PVC insualted and unsheathed FRLSH CABLE 1.5 Sqmm (nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall / roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of requied colour complete, including 1.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.
Note :-
(i) In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.
(ii) Height of socket should be 1.2m above from FFL | 17 | Per point | 3,850 ₹65,450 | 700 ₹11,900 | 450 ₹7,650 Lowest |
| 3.02 | M&L for Point wiring complete for power point controlled by one switch with PVC insualted and unsheathed FRLSH cable 2.5 Sqmm (nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof /wall/ floor slab and ceiling, suitable for modular switch with modular metal flush box with inner and outer cover plate & frame etc of requied colour complete, including 2.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.
Note :- In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.One circuit controlled by max one points only. | 17 | Per point | 4,200 ₹71,400 | 950 ₹16,150 | 900 ₹15,300 Lowest |
| 3.03 | S&F Switch piano, flush type 5 Amps single pole, one way complete all as specified and directed. | 93 | Each | 80 ₹7,440 | 50 ₹4,650 Lowest | 90 ₹8,370 |
| 3.04 | S&F Socket outlet, flush type 2 in 1, 5 pin, 6 Amps, multi-purpose complete all as speci-fied and directed. | 17 | Each | 120 ₹2,040 Lowest | 125 ₹2,125 | 150 ₹2,550 |
| 3.05 | S&F Switch piano, flush type single pole, one way 16 Amps complete all as specified and directed. | 17 | Each | 100 ₹1,700 | 80 ₹1,360 Lowest | 125 ₹2,125 |
| 3.06 | S&F Socket outlet, flush type 2 in 1, 5 pin, 5 and 16 Amps, multipurpose complete all as specified and directed. | 17 | Each | 150 ₹2,550 Lowest | 185 ₹3,145 | 250 ₹4,250 |
Tender Value
₹6.1 Cr
EMD Value
₹6.3 L
Closing Date
7 Nov 2025, 6:00 pmClosed
Chief Engineer Lucknow Zone
HQ Chief Engineer Lucknow Zone 17 Cariappa Road Lucknow Cantt Pin 226002
PROVISION OF TRAINING SHED AND PT SHED AT VARANASI
2025_MES_730339_1
CELZ/PRJ/T-13 of 2025-26
Open Tender
Civil Works
Lump-sum
365 days
Varanasi
Class A Cat a(i)
9 documents required · 9 mandatory
₹3,000
G E (East) Prayagraj
₹6.3 L
Yes
20 May 2026
11 Sept 2025
14 Nov 2025
11 Sept 2025
7 Nov 2025
31 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Design, fabrication, supply and erecting, Pre-engineered building steel structure/LGSF made from 345 Mpa high strength Hot rolled paletes and factory produced zincalume cold rolled light gauge steel zincalume frame (1 mm BMT) for provision of training and PT Sheds of size 72 metre x 18 metre x7.95 metre height from FFL to bottom of truss using 0.45 mm base metal thickness, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofing fixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and LGSF structure with brick work in CM 1:4 on as per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-
(i) Frame type Pre-Engineered Building
(ii) Size of training and PT shed as per architectural drawing
(iii) LGSF structure with 1 mm to 2.5 mm thick
(iv) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .
(v) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.
(vi)RCC work M-30 in footing, plinth beam & Stair case/steps as per approved mix design and as per IS:9103
(vii)All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete.
Note :
(i) Design parameters of PEB structure is attached as appendix ‘A’
(ii) Following items mentioned under srl no 1.01 to 1.13 here-in after shall also be included in lump sum rate quoted against Srl item No 1 of BOQ. | 2 | Each Job | - | - |
| 1.01 | Site clearance/site developments | - | - | - | - |
| 1.02 | Anti termite treatment | - | - | - | - |
| 1.03 | All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein | - | - | - | - |
| 1.04 | Purlins and side girt members shall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 | - | - | - | - |
| 1.05 | Permanently colour coated high tensile steel sheet having minimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M | - | - | - | - |
| 1.06 | Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm. Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shall achieve mirror finish surface. | - | - | - | - |
| 1.07 | 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in plinth protection & Saucer drain. Plinth protection surface finished even and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) | - | - | - | - |
| 1.08 | Stainless steel railing with SS hand rail pipes grade 304 as per architectural drawing shall be provided. | - | - | - | - |
| 1.09 | 10 to12 mm thick ready mix plaster on internal surface and external surface of wall. | - | - | - | - |
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