Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC BANK COLONY GALLI NO 3 BEHIND SHANKER TALKIES MAINPURI PIN 205001 | MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | ₹5.2 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹5.7 CrRejected-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 | L2 | Rejected-Finance Being other than L1 Bidder |
| 3 | L3₹6.2 CrRejected-Finance FLAT NO 101 UGF FRONT LHS RZ B 49A KAILASHPURI PALAM COLONY NEW DELHI 110045 | SOUTH WEST | DELHI | 110045 | ₹6.2 Cr | 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 ₹2.6 Cr | 2,86,00,000 ₹2.9 Cr | 2,50,00,000 ₹2.5 Cr |
| 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 ₹95.6 L | 1,11,00,000 ₹1.1 Cr | 95,00,000 ₹95 L |
| 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 ₹94.6 L | 1,21,00,000 ₹1.2 Cr | 95,00,000 ₹95 L |
| 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 ₹5.1 L | 700 ₹82,600 | 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 |
| 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 |
| 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 | 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 | 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 | 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 | 185 ₹3,145 | 250 ₹4,250 |
Updated dates
Tender Value
₹6.1 Cr
EMD Value
₹6.3 L
Closing Date
23 Jan 2026, 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
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
30 Jan 2026
30 Sept 2025
23 Jan 2026
19 Dec 2025
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.
Site clearance/site developments
Anti termite treatment
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
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
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
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.
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)
Stainless steel railing with SS hand rail pipes grade 304 as per architectural drawing shall be provided.
10 to12 mm thick ready mix plaster on internal surface and external surface of wall.
Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall.
Ramp provided same as per flooring specification
PAINTING SCHEME FOR STRUCTURAL STEEL WORK: (a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns (b) Soap paint :- One coat of polyurethane paint -30 microns (c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work)
Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface
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 36 metre x 12 metre x 7.95 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 footi
Site clearance/site developments
Anti termite treatment
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
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
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
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.
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)
Stainless steel railing with SS hand rail pipes grade 304 as per architectural drawing shall be provided.
10 to12 mm thick ready mix plaster on internal surface and external surface of wall.
Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall.
Ramp provided same as per flooring specification
PAINTING SCHEME FOR STRUCTURAL STEEL WORK: (a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns (b) Soap paint :- One coat of polyurethane paint -30 microns (c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work)
Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface
ng, 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 2.01 to 2.13 here-in after shall also be included in lump sum rate quoted against Srl item No 2 of BOQ.
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
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.
S&F Switch piano, flush type 5 Amps single pole, one way complete all as specified and directed.
S&F Switch piano, flush type single pole, one way 16 Amps complete all as specified and directed.
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.
S&F Socket outlet, flush type 2 in 1, 5 pin, 6 Amps, multi-purpose complete all as speci-fied and directed.
4 way, complete all as specified and directed.
S&F Socket outlet, flush type 2 in 1, 5 pin, 5 and 16 Amps, multipurpose complete all as specified and directed.
Supply and Fixing Mild steel work Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.
S & F LED wide beam optics High Bay Light 100 W daylight 150 lum/W with PDC housing suitable for ceiling (surface/suspended) rated aluminium housing indoor type with all fixing arrangement, complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire.
M&L for submain wiring with two single core 4 sqmm copper conductor FRLSH, PVC insulated, multistranded, unsheathed cable ISI marked drawn in PVC conduit not less than 25 mm dia medium grade ISI marked concealed in wall surface / ceiling for sub main connection including 6 sqmm PVC insulated multistranded unsheathed copper conductor used as earth wire to cdommon earth and connection to earth dolly, complete all as specified and directed. Note:- Two single core 6 sqmm copper conductor for phase / neutral, one run PVC conduit and one run of 6 sqmm earth wire shall be considered & measured as one unit.
Per point
S&F ceiling rose two to three terminal, complete all as specified and directed.
S & F MCB DB vertical type 4-way VTPN sheet metal enclosures 415 V with 200 Amp fully insulated standard copper Bushbar for each phase & sourrounded with neutral Bars & two common neutral bar, two earth bar incl cable ties fo cable management suitable for housing MCCB/TPN 415 V as incommer IP-54 protection with metal doors all enclosed on standard steel sheet flush mounted type double door factory fabricated complete without MCB & MCCB but with enclosure blank plate, complete all as specified and directed.
S&F LED Building security light fitting 35 Watt with aluminum pressure die cast housing, high purity PC Fresnel diffuser with silicon gasket for IP-65 protection, power consumption <20 W (35W) & luminaire lumen >2500 lm and system efficiency > 120 lm/W, in built electronic driver prewired upto terminal block with driver efficiency >85% power factor >0.95 as light source with toughened glass including two core flexible copper wire of 1.5 sq mm from ceiling rose to the connector of fitting, connection wires not to be more than 2.5 in length and made out of GI tubing 35/40 mm dia /suitable dia light grade bend to shape security light fitting with necessary MS clamp 25 mm wide and 6 mm in thickness in suitable length not more than 30 CM and max length of pipe 1.5 Mtr long with one code of anti corrosive primer and two coats aluminum paint including nuts, bolts and washers, complete all as specified and directed.
S&F MCB single pole 6 to 32 Amp rating 'C' Series,10 KA 240 Volts, AC 50 Hz , ISI marked, complete all as specified and directed.
M&L Earthing complete with galvanised mild steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground to a depth not less than 2.25 mtr deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate using GI earth wire 4 mm dia as earth electrode connected to bolts, nuts, check nuts and washers of GI or steel etc at one end and connected to equipment at another end.GI earth wire encased in and including 15 mm dia GI light grade pipe from upper end of earth plate upto equipment 20 dia bore GI pipe light grade as water pipe from earth chamber to upper edge of earth plate, test point, GI funnel with wire mesh fixed on water pipe PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in pit chamber and RCC pit cover slab of 50 mm thick precast RCC (1:1.5:3) type A-1 duly reinforced with MS TMT bars 8 mm dia @ 150 mm c/c both ways with 10 mm dia MS round bar as in lifting handles, excavation earth work including laying the GI pipe concealed in floor/wall all as described in electric plate no 3 of SSR part I complete all as specified and directed and testing on completion. Note:- (i) If the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department. (ii) Earthing wire beyond 7.5m shall be measured and paid separately.
Kilogram
B&R Work M & L One closed side panel of ACP Sheet with framed Mild steel structure at one side of shed with the raised platform arrangement of size12m x 6m of brick work and Tile/marble flooring for Yoga / PT Shed, complete all as specified and directed.
M & L for Design, fabrication ,supply & erection of pre-engineered steel building incl civil works inside shed for One store Room of dimension 5 m x 5 m, complete all as specified and directed.
Material and Labour for 08 nos Rope Gallows made up of framed mild steel structure fixed to walls/floors with sliding arrangement which can be slided to one side when not in use with 5 ropes to be hung from each rope gallows including painting with primer, complete all as specified and directed.
Material and Labour for 04 nos beam bars made up of framed mild steel structure fixed to walls/ floors to be placed at one side of edge including painting with primer, complete all as specified and directed.
Material and Labour for 20 nos chin up bars made up of framed mild steel structure fixed to walls/ floors at 2.4m height fixed at one side of edge of shed including painting with primer, complete all as specified and directed.
Supply and fixing MS grill bars all around the shed, complete all as specified and directed.
EXTERNAL ELECTRIC SUPPLY Supply,installation and testing of factory made,CPRI Approved cubical outdoor (Kiosk) type feeder pillar box 415 volt, 4 wire, AC 50 Hz, made out of 3.15 mm thick CRCA sheet ,weather and vermin proof powder coating finish bothside(interior & exterior) for outdoor mounting with having degree of protection as per IP-56 complete factory lock two earth terminal suitable cable gland for all incoming and outgoing and removable neutral link,Both Side openable double door Indicating light LED type RYB - 01 Set,Ammeter-01, Voltmeter-01, connecting strip/solid conductor brought out to cable chamber brass/copper nut, bolts/washer etc including grouting of feeder pillar box 60 cm above ground level including suitable size angle iron stand made up of 65 x 65 x 6 mm welded on all the four corner embedded in PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) upto 30 cm including excavation and earth work complete with following asseccories :- (a) copper insulatd busbar high conductivity 400 Amp rated 4 phase including neutral bus bar complete - 01 No. Incoming :- (b) MCCB 4 -pole 160 Amp make-L & T ,415 Volt,breaking capacity 36 KA,50 HZ with thermal magnetic release - 01 No. Outgoing :- (c) MCCB 4 - pole 125 Amps breaking capacity 25 KA, 50 HZ - 02 Nos. (d) MCCB 4 - pole 63 Amps breaking capacity 25 KA, 50 HZ - 01 No.
M&L for bus bar box of sheet metal 3 mm thick powder coated, having 4 Nos. aluminium bus bar of rating 200 Amp mounted on insulator including 01 No. of MCCB 4 pole 63 Amp 415 volts with thermal magnetic release as incomer, breaking capacity 25 KA inside the box and suitable fixing arrengement like flat iron clamp of size 25x3mm with hinged cover & locking arrangement including grouting of feeder piller box 60 cm above ground level by providing 90 cm long angle iron of size 40 X 40 X 6 mm welded on all the four corner embedded in PCC 1:2:4 using 20 mm graded stone aggregate complete duly painted with two coat of synthetic enameled paint over a coat of red oxide primer fixed in repair outdoor type duly fitted on complete all as directed by Engineer-in-charge.
Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPE cable of size 16 sqmm to 35 sqmm insulated armoured aluminium cable complete all as specified and directed.
Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPE cable of size 50 sqmm to 95 sqmm insulated armoured aluminium cable complete all as specified and directed.
electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cable complete all as specified & directed. Note: Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ.
M&L for earthing complete with galvanised steel earth plate 600 x 600 x 6.3mm burried directly in ground (Earth pit not less than 2.25 m deep) with top edge of the plate not less than 1.5 m below ground level connected to GI strip of size 32 x 6 mm by means of nuts, bolts & washers,earth wire protected by GI pipe 50 mm dia ‘light grade’ ISI marked including charcoal dust, common salt, excavation & earth work, PCC Pit with 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate),40 mm thick precast RCC cover in 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with 8 mm dia TMT bars @ 75 mm c/c both ways with MS handles 12 mm dia, PGI funnel & GI watering pipe ‘light grade’ ISI marked, 20 mm bore all as shown in Electrical plate No. 03 of MES Schedule Part-1 (2009) complete.
Supplying ,laying, commissioning & testing 70 Sq.mm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cable complete all as specified & directed. Note: Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ.
Supplying ,laying, commissioning & testing 50 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including takingout old / unserveciable existing cable complete all as specified & directed. Note: Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ.
Supplying ,laying, commissioning & testing 35 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cable, complete all as specified & directed. Note: Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ.
Excavation in trenches, n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for laying of cable, foundation, etc, or for shafts, wells, cesspits, manholes, etc. n. exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified & directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified & directed.
Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point, complete all as specified & directed.
Supplying ,laying, commissioning & testing 25 Sqmm , 3.5 core XLPE cable insulated armoured,
M&L sand filling under floors or in foundations including watering and consolidation, complete all as specified & directed. Note :- Punned thickness shall be measured and paid.
Supplying & laying reinforced precast concrete cable cover, class EHV, type 1 with peak, size 450mm x 230mm x 50mm (Note: cable cover shall be laid perpendicular to the axis of cable).
M&L GI pipes/tubes 80 mm bore,light grade including necessary GI Fitting i.e. GI bends with socket ,reducer socket laid in trenches fixed on pole fixed on walls UG Road/floor for cable protection complete, complete all as specified & directed. .
Chain Link Fencing Excavation in post holes (or similar holes) in soft/ loose soil each n exc 0.5 Cum filling in and ramming earth or broken rubble mixed with earth around, complete all speecified and as directed.
Supply chain link MS fencing galvanised mild steel wires 4mm diameter mesh size not less than 75mm x 75mm etc complete all as as specified and directed.
PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified and directed.
M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required of size 25x4mm galvanised iron strip, complete all as specified & directed.
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.68 MB
BOQ_817641.xls
BOQ • 2.95 MB
Tender.pdf
Tender Documents • 1.70 MB
Drawing.rar
Additional Documents • 3.39 MB
Download all tender documents and submit your bid