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Tender Value
₹1.4 L
EMD Value
₹3,000
Closing Date
24 Jul 2026, 3:00 pm6d left
GMCOM
WEBEL BHABAN
Construction of DG shed at Siliguri (phase 1 AND 2) IT Park
2026_WEBEL_1032578_1
WEBEL/EOT/W/25-26/000082R(4TH CALL)
Open Tender
Miscellaneous Works
Item Wise
30 days
WEST BENGAL
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹3,000
Yes
15 Jul 2026
15 Jul 2026
27 Jul 2026
15 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Description | |||||
| 1.01 | M.S. STRUCTURAL WORKS IN ROOF TRUSSES WITH TUBULAR
SECTIONS CONFORMING TO IS: 806-1968 & IS: 1161- 1998
CONNECTED TO ONE ANOTHER WITH BRACKET, GUSSET
CLEATS AS PER DESIGN, DIRECTION OF ENGINEER-IN CHARGE
COMPLETE INCLUDING CUTTING TO REQUISITE SIZE,
FABRICATION WITH NECESSARY METAL ARC WELDING
CONFORMING TO IS: 816- 1969 & IS: 9595 USING ELECTRODES OF APPROVED MAKE AND BRAND CONFORMING TO IS:814- 2004,
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 CHARGES SUCH AS ELECTRICITY CHARGES, LABOUR INSURANCE CHARGES ETC.
PAYMENT TO BE MADE ON THE BASIS OF CALCULATED WEIGHT OF STRUCTURAL TUBULAR MEMBERS AS SPECIFIED IN
RELEVANT IS CODE IN FINISHED WORK. PAYMENT FOR GUSSET, BRACKET, CLEAT MAY BE MADE BY ADDING THE ACTUAL WEIGHT OF SUCH ITEMS WITH WEIGHT OF FINISHED STRUCTURAL MEMBERS. THE RATES ARE CONSIDERED FOR A HEIGHT OF ERECTION 8 M. / 2ND FLOOR LEVEL FROM THE
GROUND. ADD 1.5 % EXTRA OVER THE RATE FOR EACH ADDITIONAL FLOOR OR 4M. BEYOND THE INITIAL 8 M. OR PART THEREOF For trusses spanning up to 12.00 m | - | MTS | - | - |
| 1.02 | SUPPLY, FITTING & FIXING SINGLE SKIN, COLOUR COATED TRAPEZOIDAL PROFILE FOR WALL CLADDING, ROOF SHALL BE MADE OF 0.45 MM BMT (BASE METAL THICKNESS), 0.5 MM TCT (TOTAL COATED THICKNESS EXCLUDING PAINT, G550 (MIN 550 YIELD STRENGTH), OF ZINCALUME METALLIC COATING (IS 15965) WITH HIGH SOLAR REFLECTANCE INDEX (SRI) VALUE FOR BETTER COILING AS PER THERMATECH TECHNOLOGY, 1000
1500 MM EFFECTIVE COVER WIDTH WITH FIVE MAJOR CORRUGATION, 28 MM HIGH RIB SPACED AT 203 MM C/C WITH SUBTLE SQUARE FLUNTING IN THE PAN AND THE END RIB SHALL HAVE ANTI CAPILLARY GROOVE AND RETURN LEG. THE SHEET SHALL BE FASTENED WITH 40 MICRON ZINC COATED OR 25 MICRON ZINC-TIN ALLOY COATED, HEX HEAD, SELF-DRILLING SCREW AS PER IS 3566-2002 CLASS 3 FASTENER. THE BASE
STEEL SHALL BE COATED WITH ZINC- ALUMINIUM ALLOY ZINCALUME (AZ 150), I.E, 55% AL, 43.4% ZINC, 1.6% SI, MINIMUM OF 150G/SQ CM COATING TOTAL ON BOTH SIDES, PRE PAINTED WITH COLORBOND XRW (EXTERIOR ROOFING, WALLING) PAINT SYSTEM OF 35 MICRON SUPER DURABLE POLYESTER PAINT (SDP) WITH STABLE INORGANIC PIGMENT WITH NO LEAD CONTENTS CONFORMING IS15965. THE SHEET SHALL BE FREE
FROM DEFECTS AND HAVE BRAND MARKING OF THE MANUFACTURER GIVING PRODUCT DETAILS ON THE BACK OF THE SHEETS AT REGULAR INTERVAL CONFIRMING GENUITY OF
THE MATERIAL COMPLETE WITH 150 MM END LAP AND ONE CORRUGATION MINIMUM SIDE LAP. (PAYMENT TO BE MADE ON AREA OF FINISHED WORK). In roof 0.5 mm thick sheet 10th corrigenda | - | SQM | - | - |
| 1.03 | ORDINARY CEMENT CONCRETE (MIX 1:2:4) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT,IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES. Pakur Variety | 1 | CQM | - | - |
| 1.04 | 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-INCHARGE COMPLETE INCLUDING CUTTING TO REQUISITE SHAPE AND LENGTH, FABRICATION WITH NECESSARY BOLTING, METAL ARC
WELDING CONFORMING TO IS: 816- 1969 & IS: 1995 USING ELECTRODES OF APPROVED MAKE AND BRAND CONFORMING TO IS:814- 2004, 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. For structural members of specified sections weighing less than 22.5 Kg./m | - | MTS | - | - |
| 1.05 | PAINTING WITH READY MIXED RED LEAD PAINT OF APPROVED MAKE AND BRAND : AT ANY FLOOR & ANY LOCATION. One coat | - | SQM | - | - |
| 1.06 | PAINTING WITH BEST QUALITY SYNTHETIC ENAMEL PAINT OF APPROVED MAKE AND BRAND INCLUDING SMOOTHENING SURFACE BY SAND PAPERING ETC. INCLUDING USING OF APPROVED PUTTY ETC. ON THE SURFACE, IF NECESSARY : WITH OTHER THAN HI-GLOSS OF APPROVED QUALITY- (WITH ANY SHADE EXCEPT WHITE) Two coats | - | SQM | - | - |
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