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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC 49 1 ISWAR GUPTA ROAD KOLKATA 700 028 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700028 | ₹4.7 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹4.9 LRejected-Finance | ₹4.9 L | L2 | Rejected-Finance HIGHER BID VALUE |
| 3 | L3₹5.9 LRejected-Finance | ₹5.9 L | L3 | Rejected-Finance HIGHER BID VALUE |
| Sl No | Description | Qty | Unit | Electromech Engineers Co-Operative Society Ltd. L1 | JISCO METALAS L2 | Netaji Engineers CO-Operative Society Ltd. L3 |
|---|---|---|---|---|---|---|
| 1.00 | RCC Foundation for Overhead Structure:
i) Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
(Qyt-Approximately = 25 Cum) | 1 | Job | 23,875 ₹23,875 | 23,169 ₹23,169 | 28,250 ₹28,250 |
| 1.10ii) Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (Qyt-Approximately= 52 Sqm) | ||||||
| 1.20iii) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] Ground Floor (a) 1:3:6 proportion (Qyt-Approximately= 3.9Cum) | ||||||
| 1.30iv) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (Qyt-Approximately= 17 Cum) | ||||||
| 1.40v) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (I) Pakur Variety (Qyt-Approximately= 14.6 Cum) | ||||||
| 1.50vi) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/ Mild Steel in Ground Floor (TATA/ RINL/ SAIL) (Qyt-Approximately= 0.89 MT) | ||||||
| 1.60vii) Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-ln-Charge. i) Ground floor (Qyt-Approximately=29 Sqm) | ||||||
| 1.70viii) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) (Qyt-Approximately= 166 Cum) | ||||||
| 1.80ix) Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster (out side) (Qyt-Approximately= 13 Cum) | ||||||
| 2.00M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816-1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. | ||||||
Tender Value
₹4.9 L
EMD Value
₹9,892
Closing Date
17 Jan 2026, 12:05 pmClosed
Assistant Engineer, PWD, NMCH Electrical Sub-Divn.
O/O The Asst. Engr., PWD, NMCH Elect. Sub-Divn.
WBPWD/AE/eNIT15/2025-26
2025_WBPWD_982048_1
WBPWD/AE/eNIT15/2025-26
Open Tender
ELECTRICAL WORKS M/R
20 days
CNMCH
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,892
O/O The Asst. Engr., PWD, NMCH Elect. Sub-Divn.
27 Feb 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
17 Jan 2026
12 Jan 2026
12 Jan 2026
RCC Foundation for Overhead Structure: i) Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. (Qyt-Approximately = 25 Cum)
ii) Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (Qyt-Approximately= 52 Sqm)
iii) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] Ground Floor (a) 1:3:6 proportion (Qyt-Approximately= 3.9Cum)
iv) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (Qyt-Approximately= 17 Cum)
v) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (I) Pakur Variety (Qyt-Approximately= 14.6 Cum)
vi) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/ Mild Steel in Ground Floor (TATA/ RINL/ SAIL) (Qyt-Approximately= 0.89 MT)
vii) Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-ln-Charge. i) Ground floor (Qyt-Approximately=29 Sqm)
viii) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) (Qyt-Approximately= 166 Cum)
ix) Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster (out side) (Qyt-Approximately= 13 Cum)
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816-1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
i) For structural members of specified sections weighing not less than 22.5 Kg./m
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. i) 20 mm dia bolt. (a) 300 mm long
Painting of cany steel/ irons urface with no.of coats of paintsas given below with ready mixed paint/primer of approved make and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of pain
1st coat of synthetic enamel paint over the primer
2nd coat of synthetic enamel paint over the 1st coat
Carrying,handling, lifting, loading, unloading, shifting, and placing of all fabricated MS members of overhead structure (hollow poles, base/top plates, stiffeners, angle iron frames and strips) at site including temporary supports, scaffolding, tools & tackles, complete.
Supply of 2/4 Core XLPE Insulated & Sheathed Armoured stranded Aluminium Conductor cables for Working Voltage up to 1100 Volts of following sizes [Make Polycab/ RR/ KEI/ Havells/ Gloster as approved by E.I.C] i) 4 core 300sq mm.
Laying of cable above 4 core 90 sqmm and upto 4 core 300 sqmm on wall/surface including S & F MS clams with earthing attachment in 2 x 10 SWG GI (Hot Dip) Wire, making hole etc. as necy., mending good damages and painting
S & F compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below: i). 4 core 240sq mm.
Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. i).4 core 240 sqmm.
Add: GST @18% on total amount of above items as applicable
Add: LWC @1% on total amount of above items as applicable
Note: 1) Quoted Rates are inclusive of the all taxes, duties & cess as applicable with cost of maintenance, servicing, supply & replacement of spares for 1 (One) year from the date of commissioning. 2) Total is rounded off to the nearest rupee and inclusive of all taxes, duties & cess as applicable.
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