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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.6 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.7 Cr+₹7.9 L (4.97%)Rejected-Finance | ₹1.7 Cr+₹7.9 L (4.97%) | L2 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR L1 | M/s SAAR ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Design Supply and Erection FRP Shelter for Living of size 6.0 Mtr X 3.00MtrX 3.00mtr as per arch line drg. The structural design needs to be prepared and also to be vetted from NIT or IIT by the contractor . Certificate from IIT/NIT needs to be in conjunction with codal provns and submitted by the contractor before execution of the work for perusal and approval of CWE (AF) Leh. Str frame system design with str steel conforming to IS Code and design as per IS Codal Provns with std worst combination of load as per IS Code prevailing in Leh. The structural frame system should sup the structure.
Design criteria: The structural shall be designed in accordance with relevant IS Provns/NBC code/ extant govt guidelines suitable for Nimmu, Hanle, Lukung and Tshogshalu. however, some of design criteria are listed as under:
(a) Seismic Co-efficient: As per Seismic Zone IV.
(b) Snow load :As per IS codal provn
(c) Wind load :Equivalent to wind speed of min 55 mtrs/sec or as per relevant IS Provn.
(d) Roof slope: as per design requirement.
(e) External temperature :(-) 20 degree to (+) 25 degree.
(f) Water absorption/Penetration: Nil & adequate sealing material be provided through include Silicon Sealing Gun.
(g) Fire resistant (Walls and ceiling): Fire retardant & should not emit toxic fumes.
(h) Ease of construction :Shelter should be modular in design.
(j) Design load: As per IS 875/Relevant IS provn.
(k) Provision of cutting (250 mm) for exhaust fan.
(l) The design of the structure shall be carried out on 12 Ton/m2 of soil bearing capacity. However, the final design of the structure shall be based on the soil investigation carried out by the contractor at his own cost. On carrying out the soil investigation report is to be submitted to the Garrison Engineer for approval. Thereafter, the structural vetting is to be carried out fro NIT/IIT by the contractor. The structural design shall be submitted to CWE for approval through GE. | 14 | Each Job | 8,95,879 ₹1,25,42,306 Lowest | 9,00,000 ₹1,26,00,000 |
| 1.01Design Data. (a) Length :6.0 M. (Outer to outer) (b) Width:3.00 M. (outer to outer) (c) Shelter Clear Height upto false ceiling :3.0 Mtr up to false ceiling. | |||||
| 1.02Foundation shall be designed by the tenderer and quoted rate is deemed to include the same (Design Cost). All the items i.e. Excavation for foundation, removal/refilling of soil, Reinforcement/RCC work, formwork, structural steel work, bolts, base plate, connections, and erection are deemed to be included in the quoted rate for this item. Quoted rate is also deemed to include necessary vetting of Structure duly signed and stamped from any IIT/NIT of the structural drawing prepared by the approved structural design consultant of tenderer. | |||||
| 1.03Wall: (a) Supporting framework made with mild steel hollow pipe,18-20 gauge coated with synthetic enamel primer. Infill material of two layer which one layer from out side FRP sheet and from inside 6mm thick cement board. (b) Insulation: Glass wool 50mm thick placed between the outer, inner layer | |||||
| 1.04Roof: Supporting framework made with mild steel pipe coated with red oxide enamel primer and 1.2 mm MS sheet fixed on the top of frame, 6mm thick cement board at the bottom insulated with glass wool 15mm thick placed between outer and inner layer of roof with fastener and all edges covered with side flashing properly. Color of roofing sheet shall be of to match the surrounding camouflage as approved bt GE. | |||||
| 1.05Flooring : Supporting framework made with C Channel of size 100 x 50mm and 80 x 40mm thick mild steel pipe coated with red oxide enamel primer and Cement board 16mm thick fixing with screwed and pvc flooring over PCC work. | |||||
| 1.06Ventilator. 03 Nos-Powder coated aluminum three track sliding window of size 500mm x 500 mm with glass and stainless steel fly proof mesh with aluminum grill shall be provided (02 no’s of glass shutter, 01 Nos wire mesh shutter). Outer frame shall be made of 1.6mm thick weight not less than 0.710 kg/m and shutter frame shall be made of size 44 x 44 x 1.6mm thick weight not less than 0.670 kg/m and clip shall be made of size 21 x 15.4 x 1.22mm weight not less than 0.18 kg/m. Mullion shall be made of size 59 x 38 x 1.6mm thick weight not less than 0.85 Kg/M. Grill frame shall be made of 42.4 x 10 x 12mm thick weight not less than 0.325 Kg/m and including 5mm thick glass necessary joining cleats, glazing chips, rubber packing. Aluminum grill having 10mm dia weight not less than 0.54 Kg/Sqm along to with aluminum fly proof mesh having 1mm aperture of wire mesh 24 gauges shall be fixed aluminum shutter. All the material used for aluminum frame work should conform to IS-733- 1983, IS-737-1986 or IS-1285- 2002 Make: Tata/Jindal/Hidalco as shown in diagram. | |||||
| 1.0702 Nos-Powder coated aluminum three track sliding window of size 1000 x 1000 mm with glass and stainless steel fly proof mesh with aluminum grill shall be provided (02 no’s of glass shutter, 01 Nos wire mesh shutter). Outer frame shall be made of 1.6mm thick weight not less than 0.710 kg/m and shutter frame shall be made of size 44 x 44 x 1.6mm thick weight not less than 0.670 kg/m and clip shall be made of size 21 x 15.4 x 1.22mm weight not less than 0.18 kg/m. Mullion shall be made of size 59 x 38 x 1.6mm thick weight not less than 0.85 Kg/M. Grill frame shall be made of 42.4 x 10 x 12mm thick weight not less than 0.325 Kg/m and including 5mm thick glass necessary joining cleats, glazing chips, rubber packing. Aluminum grill having 10mm dia weight not less than 0.54 Kg/Sqm along to with aluminum fly proof mesh having 1mm aperture of wire mesh 24 gauges shall be fixed aluminum shutter. All the material used for aluminum frame work should conform to IS-733- 1983, IS-737-1986 or IS-1285- 2002 Make: Tata/Jindal/Hidalco as shown in diagram. | |||||
| 1.08Main Doors. 01 Nos of door will be provided for all shelters having size 1000mm x 2100mm made of powder coated aluminum frame will be provided as per drawing & 01Nos of door of size 750mmX2100mm for each toilet block and 01 no. door of size 750mmx2100mm for each bathroom and 01 no door of size 750mmx2100mm for each WC. The door will be of GI metal skin reinforced with hybrid core insulated panel 50mm thick of same color (specification mentioned above for the walls panel). The internal shutter will be hanged with 03 pieces heavy duty hinges. 2 Nos of aluminum AL drop of 250 mm and Aluminum tower bolts of 200 mm size from inside and 2 Nos D type handles will be provided in each shutter. 1 Nos Canopy Rain/sun shed of 0.60 mm thick PPGI sheet of size 1000 mm x 450 mm using angle iron frame of size 35 x 35 x 3 mm duly painted over with red oxide primer. All the material used for aluminum frame work should conform to IS-733-1983, IS-737-1986 or IS- 1285-2002. as shown in diagram. | |||||
| 1.09False ceiling panel: The false ceiling will be made up of 60mm thick continuous line manufactured hybrid core insulated fireproof sandwich ceiling Panels in min 1100mm width with facility of customized Length, Core Type modified insulation Core with an internal temperature range of -20°C to +25°C. The Panels will be made of 0.50mm thick color coated steel sheets on both side with 50 mm thick layer of rigid HCFC, CFC, HFC free modified Polyisocyanurate foam providing max U value of 0.36 w/m2k with all necessary certification to be submitted to Engineer-in-Charge before execution of work. The False ceiling panels will be provided with tongue and groove joint interlocking system. All materials required for the manufacture of shelter shall be new and shall comply with relevant Bureau of Indian Standard specification. The false ceiling panels will be provided with tongue and groove or lip locking joint for interlocking. False ceiling will be supported with the help of inverted CRCA Tee Section 50 x 50 x 6 mm thick (4.40 Kg/Rm) and L- section of 50 x 50 x 5mm thick (3.80 Kg/Rm) fixed appropriately to the Truss all as per manufacturer guidelines. | |||||
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
5 Aug 2025, 6:00 pmClosed
CWE (AF) Leh
CWE (AF) Leh
CERTAIN OP WORKS FOR CREATING TEMP INFRASTRUCTURE FOR DETT OPS FOR 21WG AT OP LOCATION AT NIMMU, HANLE, LUKING AND TSHOGSHALU C/O 21 WG
2025_MES_704067_2
81211/E8
Open Tender
Civil Works
Item Rate
180 days
Leh
As per tender documents
7 documents required · 7 mandatory
₹1,000
GE(AF) Leh
₹2.2 L
Yes
27 Oct 2025
10 Jul 2025
7 Aug 2025
10 Jul 2025
5 Aug 2025
18 Jul 2025
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