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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-Finance | ₹37.5 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹38.4 L+₹87,786 (2.34%)Rejected-Finance HYDERPORA NEAR ELLAQUAI DEHATI BANK SRINAGAR KASHMIR J K 190014 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190014 | ₹38.4 L+₹87,786 (2.34%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹39.5 L+₹2 L (5.33%)Rejected-Finance | ₹39.5 L+₹2 L (5.33%) | L3 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | M/S SHEYSHAN ENTERPRISES L3 | D S INFRASTRUCTURE AND DEVELOPERS L1 | M/S ZAHOOR AHMAD KHAN L2 |
|---|---|---|---|---|---|---|
| 1.00 | STORAGE SHED
Design Supply and Erection of storage shed of size 12.00 Mtr × 6.00 Mtr × 3.00 mtr as per arch line drawing. The structural design all including of RCC footing and foundation needs to be prepared and also to be vetted from NIT or IIT by the contractor. Structure frame system design with structural steel conforming to IS Code and design as per IS Code. Provisions with std worst combination of load as per IS Code prevailing in Leh should be done by the contractor. The structural frame system should support the structure. The vetted drawing should provide all details of Reinforcement, Size of RCC, excavation depth of Foundation, Column, Plinth Beam, Truss details, Structural member details, structural joints, and all fixing details required for execution. Certificate from NIT/IIT needs to be in conjunction with codal provisions and submitted by the contractor before execution of work. Reference shall be taken from attached drawings.
Design Criteria: The structural shall be designed in accordance with relevant IS Provns/NBC code/ extent government guidelines suitable for Leh however,some design criteria are listed as under:
(a) Seismic Co-efficient: As per Seismic Zone IV.
(b) Snow Load : Snow Load as per IS codal Provn for Leh.
(c) Wind Load : equivalent to wind speed om Min 55 mtrs/sec or as per relevant IS Provn.
(d) Roof Slope : as per design requirment
(e) Design load : As per IS 875/Relevant IS Provn
(f) Design of foundation as per the structure vetted by the auth as mentioned above.
(g) The design of the structure shall be carried out minimum 10 Ton/m2 of soil bearing capicity (SBC).
The quoted rate is deemed to incl this aspect.
Design Data:
(a) Length: 12.00 M. (Outer to outer)
(b) Width: 6.00 M. (outer to outer)
(c) Height: 3.00 M. (inner clear height) | 2 | Each Job | 19,75,000 ₹39,50,000 | 18,75,000 ₹37,50,000 Lowest | 19,18,893 ₹38,37,786 |
| 1.01Foundation/Column/Pedestal/Plinth Beam 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/PB, removal/refilling of soil, PCC Work in fdn, Reinforcement/RCC work, formwork 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. Vertical main member/Wall Work/frame work: Supporting framework (vertical member) as per designed made with mild steel hollow pipe connected with base plate at bottom and with stiffener plate if required, coated with synthetic enamel primer shall be connected to the RCC foundation/pedestal will be help of J hooks having a min length of 400 mm and a suitable dia as per design to secure connection between the steel structure and RCC foundation/Pedestal. A base plate of suitable thickness, size & strength provided at bottom of steel members as per design requirements with non-shrink grout to ensure structural stability and load transfer. Walls made of a layer of PPGI corrugated sheet 0.60mm thick screwed properly to the frame work of angle/MS pipe jointed of sheets shall be overlaped by 150 mm and proper flashing shall be done. There shall be no gap at any point of structure and finishing shall be of highest quality, silicon filling must be catered if required to finish the joints properly including round heated screws, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with rivets or welded seams, including bending or turning up, mitered angles, etc required complete, all as specified and directed by Engineer-in-charge. All items are deemed to be included in the quoted rate for this item. Roof: Supporting framework (truss) made with mild steel pipe/angles coated with red oxide primer and incl necessary two coat synthetic enamel painting and 0.60 mm thick PPGI Sheet fixed on the top & sides of frame (truss & purlin) with fastener and all edges covered with side flashing properly (Colour: Multani Mitti) and joints of sheet be overlapped by 150mm (min). Pre painted (matching with roof tint) wind tie of size 40 × 5mm flat iron shall be provided at lower and upper horizontal end of each pitch for protection against wind. The Profile of Galvalume sheet on roof will project 400mm outside the ends of front and rear side and 300mm at the both gable ends. In addition to self-tapping screws shall also be fixed for roof sheeting. The sheets shall be as per IS provn. All items are deemed to be included in the quoted rate for this item. | ||||||
| 1.02Floor: 50mm thick 1:2:4 PCC floor (20mm graded stone aggregate) smooth & finish over 100mm thick 1:4:8 subbase (40mm graded stone aggregate) over 150 mm thick Hardcore : (Broken stone boulders) of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers, watered and rolled/rammed to a true surface over rammed earth filling under floor are deemed to be included in the quoted rate for this item. Chowkhat (02 Nos). S & F for MS angle chowkat of angle size 50×50×6mm, fixed with frame work of sheet with welding and connecting member, etc complete all as specified and directed. Door (02 Nos). S & F for Mild steel 1 mm thick, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed on MS angle frame for door of size 40×40×6mm fixed with 4 Nos SS 125mm butt hinges including SS fittings like 300mm MS sliding door bolt (02 Nos), 150mm SS handle (02 Nos), SS 200mm tower bolt -02 Nos and including preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described with one coat of primer with Red oxide and two coat of synthetic enamel paint all as specified and as directed by Engineer-in-charge and as shown in drawings are deemed to be included in the quoted rate for this item. Ventilator (04 Nos). S & F for Framed work of angle (40×40×6mm) as in chowkat of ventilator with gusset plates, rails, braces, etc. complete with MS angle frame for ventilator 25×25×5mm with 4mm thick glass pane to be prepared for hanging with and including either hooks and 02 Nos butt hinges per shutter and including steel fittings such as SS 100mm tower bolt-02 Nos, SS handles 100mm -02 Nos etc as shown in drawing, and incl preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described with one coat of primer with Red oxide and two coat of synthetic enamel paint all as specified and as directed by Engineer-in-charge and as shown in drawings are deemed to be included in the quoted rate for this item. Chajjas: Chajjas with a projection of 1000 mm width to be provided over each door as shown in drawing with angle iron frame work including 0.50mm thick PPGI sheet on top as per details in arch and structural drg are deemed to be incl in the quoted rate for this item. Plinth Protection: 1000mm width 75 mm thick, PCC 1:3:6 over 75mm thk hardcore (broken boulder) n exc 63mm, deposited, spread and levelled in layers watered and rammed to a true surface, complete all as specified and shown in drawings are deemed to be included in the quoted rate for this item. | ||||||
| 1.03Block Masonry Steps. M&L for concrete block masonry with solid blocks, type C1 1:3:6 (20mm graded aggregates) exc. 10cm in width and setting in mortar 1:6, complete all as specified and as directed by Engineer-in-charge. Electrical point: Supply and fixing of all internal and external services complete all as spceified and directed by Engr in Charge. The details are as given below :- (a) Copper point wiring for one light point/fan point with PVC casing caping using 1.5 Sqmm conductor single core -36 Point approx (b) 06 Amp socket outlets point controlled by one switch on independent baord with the cable 1.50 sqmm size complete-08 points (c) 06 Amp socket outlets point controlled by one switch on independent baord with the cable 1.50 sqmm size complete-04 points (d) 16 Amp socket outlets point controlled by one switch one independent socket outlet using 2.5sqmm copper conductor single core -04 point. (e) Switch piano flush type single pole one way 6 A SP 230 volts -44 Nos (f) Switch piano flush type single pole one way 16A SP 230 Volts -04 Nos (g) Socket outlet 2 in 1, 3 pin 6 Amps -12 Nos (h) Socket outlet 2 in 1, 3 pin 6 Amp 16 Amps -04 Nos (j) Ceiling rose - 36 Nos (k) LED lights fittings 1x 20W, 220V-32 Nos (l) Exhaust fan steel body 380/400 mm sweep, heavy duty motor with double ball bearing- 04 Nos (m) MCB, SP, 6-32 Amps, 240 volts, 10KA, 'C'-24 Nos (n)MCB, SPN, 32 Amps, 240 volts, 10 KA 'C' series -04 Nos (o) MCB distribution board single pole & neutral 240 volts 8 way double door -04 Nos (p) MCB distribution board. Triple pole & neutral 4 way 415 volts with IP -43IK -09 protection double door -01 Nos (q) TPN of 415 volts 10 KA "C" curve MCB TPN of cap 63 Amp 415 volts -01 Nos (r) Copper cable 4.0 sqmm for sub main wiring -120 RM Approx (s) LT XLPE aluminium conductor 1100 volts size 25 Sqmm 4 core as per site requirement including excavation & earth work, sand cushioning, PCC cable cover and GI pipe for protection of cable. (t) Bldg security light 35 watt with bracket -08 Nos (u) Earthing complete with galvanised steel earth plate elecrode 60cm x 60cm x 6.00mm thick -02 Nos Note: (a) Anything missed out above but reqd as per site/ arch line plan for construction of functional structures is deemed to be included in quoted rate and no extra claim shall be admissible. | ||||||
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
25 Jul 2026, 6:00 pmClosed
HQ CWE AF Leh
HQ CWE AF Leh
PROVN OF EXTERNAL SERVICES FOR AMS AT AFS LEH (PROVN OF 02X STORE SHELTER AT BSO YARD OF GE (AF) LEH
2026_MES_773269_1
81249/E8
Open Tender
Civil Works
Item Rate
180 days
GE(AF)Leh
As per NIT
9 documents required · 9 mandatory
₹500
Yes
GE(AF) Leh
₹72,000
Yes
10 Aug 2026
18 Jun 2026
27 Jul 2026
18 Jun 2026
25 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | STORAGE SHED
Design Supply and Erection of storage shed of size 12.00 Mtr × 6.00 Mtr × 3.00 mtr as per arch line drawing. The structural design all including of RCC footing and foundation needs to be prepared and also to be vetted from NIT or IIT by the contractor. Structure frame system design with structural steel conforming to IS Code and design as per IS Code. Provisions with std worst combination of load as per IS Code prevailing in Leh should be done by the contractor. The structural frame system should support the structure. The vetted drawing should provide all details of Reinforcement, Size of RCC, excavation depth of Foundation, Column, Plinth Beam, Truss details, Structural member details, and all fixing details required for execution. Certificate from NIT/IIT needs to be in conjunction with codal provisions and submitted by the contractor before execution of work. Reference shall be taken from attached drawings. Design Criteria: The structural shall be designed in accordance with relevant IS Provns/NBC code/ extent government guidelines suitable for Leh however,some design criteria are listed as under: (a) Seismic Co-efficient: As per Seismic Zone IV. (b) Snow Load : Snow Load as per IS codal Provn for Leh. (c) Wind Load : equivalent to wind load speed as per relevant IS Provn. (d) Roof Slope : as per design requirment (e) Design load : As per IS 875/Relevant IS Provn (f) Design of foundation as per the structure vetted by the auth as mentioned above. (g) The design of the structure shall be carried out minimum 10 Ton/m2 of soil bearing capicity (SBC). The quoted rate is deemed to incl this aspect. Design Data: (a) Length: 12.00 M. (Outer to outer) (b) Width: 6.00 M. (outer to outer) (c) Height: 3.00 M. (inner clear height) | 2 | Each Job | - | - |
| 1.01 | Foundation/Column/Pedestal/Plinth Beam 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/PB, removal/refilling of soil, PCC Work in fdn, Reinforcement/RCC work, formwork 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. Vertical main member/Wall Work/frame work: Supporting framework (vertical member) as per designed made with mild steel hollow pipe connected with base plate at bottom and with stiffener plate if required, coated with synthetic enamel primer shall be connected to the RCC foundation/pedestal with the help of J hooks having a min length of 400 mm and a suitable dia as per design to secure connection between the steel structure and RCC foundation/Pedestal. A base plate of suitable thickness, size & strength provided at bottom of steel members as per design requirements with non-shrink grout to ensure structural stability and load transfer. Walls made of suitable overlapping by 150 mm and proper flashing shall be done. There shall be no gap at any point of the framework of angles/MS pipe. Joints of sheets shall be overlapped by 150 mm and proper flashing shall be done. There shall be no gap at any point of the framework and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitered angles, clout nails or rivets required complete, all as specified and directed by Engineer-in-charge. All items are deemed to be included in the quoted rate for this item. Roof: Supporting framework (truss) made with mild steel pipe/angles coated with red oxide primer and incl necessary two coat synthetic enamel painting and 0.50 mm thick PPGI Sheet fixed on the top & sides of frame (truss & purlin) with fastener and all edges covered with side flashing properly (Colour: Multani Mitti) and joints of sheet be overlapped by 150mm (min). Pre painted (matching with roof tint) wind tie of size 40 × 5mm flat iron shall be provided at lower and upper horizontal end of each pitch for protection against wind. The Profile of Galvalume sheet on roof will project 400mm outside the ends of front and rear side and 300mm at the both gable ends. In addition to self-tapping screws shall also be fixed for roof sheeting. The sheets shall be as per IS provn. All items are deemed to be included in the quoted rate for this item. | - | - | - | - |
| 1.02 | Floor: 50mm thick 1:2:4 PCC floor (20mm graded stone aggregate) smooth & finish over 100mm thick 1:4:8 subbase (40mm graded stone aggregate) over 150 mm thick Hardcore : (Broken stone boulders) of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers, watered and rolled/rammed to a true surface over rammed earth filling under floor are deemed to be included in the quoted rate for this item. Chowkhat (02 Nos). S & F for MS angle chowkat of angle size 50×50×6mm, fixed with frame work of sheet with welding and connecting member, etc complete all as specified and directed. Door (02 Nos). S & F for Mild steel 1 mm thick, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed on MS angle frame for door of size 40×40×6mm fixed with 4 Nos MS 100mm butt hinges including MS fittings like 300mm MS sliding door bolt (02 Nos), 150mm MS handle (02 Nos) and including preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described with one coat of primer with Red oxide and two coat of synthetic enamel paint all as specified and as directed by Engineer-in-charge and as shown in drawings are deemed to be included in the quoted rate for this item. Ventilator (04 Nos). S & F for Framed work of angle (40×40×6mm) as in chowkat of ventilator with gusset plates, rails, braces, etc. complete with MS angle frame for ventilator 25×25×5mm with 4mm thick glass pane to be prepared for hanging with and including either hooks and 02 Nos butt hinges per shutter and including steel fittings such as tower bolt, steel handles...etc as shown in drawing, and incl preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described with one coat of primer with Red oxide and two coat of synthetic enamel paint all as specified and as directed by Engineer-in-charge and as shown in drawings are deemed to be included in the quoted rate for this item. Chajjas: Chajjas with a projection of 1000 mm width to be provided over each door as shown in drawing with angle iron frame work including 0.50mm thick PPGI sheet on top as per details in arch and structural drg are deemed to be incl in the quoted rate for this item. Plinth Protection: 50 mm thick, PCC 1:3:6 over 75mm thk hardcore (broken boulder) n exc 63mm, deposited, spread and levelled in layers watered and rammed to a true surface, complete all as specified and shown in drawings are deemed to be included in the quoted rate for this item. | - | - | - | - |
| 1.03 | Block Masonry Steps. M&L for concrete block masonry with solid blocks, type C1 1:3:6 (20mm graded aggregates) exc. 10cm in width and setting in mortar 1:6, complete all as specified and as directed by Engineer-in-charge. Electrical point: 60 Electrical point, light point, fan point, exhaust fans all as per requirement of Engr in Charge.
NOTE: ALL FEATURES LIKE FAN WILL BE IN CLIENT SCOPE
Note: (a) Anything missed out above but reqd as per site/ arch line plan for construction of functional structures is deemed to be included in quoted rate and no extra claim shall be admissible. | - | - | - | - |
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