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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAccepted-AOC NATIONAL HIGHWAY BYE PASS CROSSING ATHWAJAN SRINAGAR 191101 KASHMIR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | ₹13.1 Cr | L1 | Accepted-AOC Being found Lowest and reasonable |
| 2 | Rejected-Technical OLD AIRFIELD ROAD RAWALPORA WANBAL SRINAGAR 190005 J K | SRINAGAR | SRINAGAR | J K | 190005 | - | - | Rejected-Technical already revoked same tender hence not eligible for opening of Fin bid |
| 3 | Rejected-Technical 01 KHUMRIYAL KUPWARA KHUMRIYAL KUPWARA KUPWARA JAMMU KASHMIR 193223 | KUPWARA | JAMMU AND KASHMIR | 193223 | - | - | Rejected-Technical due to three class below hence not eligible for opening of fin bid |
Tender Value
₹8.8 Cr
EMD Value
₹7.7 L
Closing Date
10 Jun 2024, 6:00 pmClosed
CE AF Udhampur Zone
HQ CE AF Udhampur Zone Udhampur
CA NO CEAFU-17-2023-24 CONSTRUCTION OF WATCH TOWER CUM GUARD REST ROOM WITH ALL ALLIED SERVICES AT DIFFERENT LOCATIONS OF AF STATION SRINAGAR
2024_MES_638070_2
CEAFU-17-2023-24
Open Tender
Civil Works
547 days
Srinagar
As per tender documents
9 documents required · 9 mandatory
₹3,000
GE P AF Srinagar
₹7.7 L
Yes
HQ CE AF Udhampur Zone
5 Jun 2025
7 May 2024
18 Jun 2024
7 May 2024
10 Jun 2024
27 May 2024
7 May 2024 - 14 May 2024
15 May 2024
Amount
Schedule A Part-I (BUILDING WORK )Note: this Schedule is not pre priced by MES and the pre priced rate indicated as Rs 0.00 under Col 5 signifies this fact only.
Construction of Block of Guard rest room, attached toilet, Watch Tower, Type I Double Storey bldg framed structure Galvalume sheet roof etc with permanent specification complete all as specified and shown in drg.
Construction of Block of Guard rest room, attached toilet, Watch Tower, Type II Double Storey bldg framed structure Galvalume sheet roof etc with permanent specification complete all as specified and shown in drg.
Construction of Block of Watch Tower, Type III Double Storey bldg framed structure Galvalume sheet roof etc with permanent specification complete all as specified and shown in drg.
Construction of Block of Guard rest room, attached toilet, Type IV Single Storey bldg framed structure Galvalume sheet roof etc with permanent specification complete all as specified and shown in drg.
Total amount of Schedule 'A' PART-I (BUILDING WORK)
Total amount of Sch 'A' PART-II (Section-I) (INTERNAL WATER SUPPLY WORK)
SCHEDULE `A' PART-II (Section-II) (INTERNAL WATER SUPPLY WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
S&F C P health Faucets with flexible tube 15mm dia for EWC including all connection complete and all as specified and directed.
Total amount of Schedule 'A' PART-II (Section-II) (INTERNAL WATER SUPPLY WORK)
Total amount of Sch 'A' PART-III (Section-I) (INTERNAL ELECTRIFICATION WORK)
SCHEDULE `A' PART-III (Sec-II) (INTERNAL ELECTRIFICATION WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
S & F LED Lamp 20 W pin type including LED light driver etc complete all as specified and directed.
Supply and fixing Bracket for Security light fitting made of 40mm dia light grade GI pipe, 1.2 Mtr length bent to suitable shape for fixing of security light fitting with all necessary accessories Bracket, nuts, bolts, washers, two clamps made out of flat iron of size 50mmx5mmx600mm fabricated in shape and drilled holes for nuts and bolts all as specified and directed.
M & L for SMC/FRP Junction box, size 325 x 220 x 150 mm (inside dimension), 3 phase including four bar busbar of 100 Amp rating, cable glands, Busbar base, etc complete all as specified and directed.
M & L for Earthing complete with galvanised steel earth electrode plate of size 600 x 600 x 6mm thick, buried directly in ground, (earth pit not less than 2.25m deep below normal ground level) with top edge of the plate not less than 1.50m below normal ground level, connected to and including galvanised iron strip of size 25 x 4 mm as earth lead/strip up to test point with suitable GI nuts, bolts, ckeck nuts and washers of galvanised standard iron or steel and brazed properly up to main board including earth pit in cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates, 40mm thick precast RCC cover in 1:2:4 type B-0 using 12.50 mm graded crushed stone aggregates, reinforced with welded steel iron fabric (weight not less than 1.87 kg/sqm), and frame of angle iron 25x25x6mm with lugs 02 nos with 6mm dia MS bar handle made to shape, excavation and earth work in any type of soil and including medium grade GI watering pipe 20mm bore with funnel and wire mesh and light grade GI earth wire/strip protection pipe 40mm bore up to main board complete as shown in electrical plate no 3 of MES schedule Part-I, connected to earthing testing point and testing on completion complete all as specified and directed by Engineer-in-Charge. Note: (i) The unit rate includes GI pipe up to 7.5m for protection of earth lead. For any additional length the same shall be adjusted through deviation order. (ii) The unit rate includes main earthing lead/strip from earth electrode to test point up to 7.5 meter (iii) In case measured value of earth resistance is recorded more than 5.0 ohms then the earthing shall be re done by the contractor without any extra cost to the department. (iv) If there is a requirement of grid Earthings to achieve the desired earth resistance, as directed by Engineer-in-Charge, then inter connecting of different earthings shall be done at no Extra cost to the deptt.
Supply and fixing two way switches 05 Amps flush type complete all as specified and directed.
Total amount of Schedule 'A' PART-III (Sec-II) (INTERNAL ELECTRIFICATION WORK)
Total amount of Sch 'A' PART-IV (Section-I) (EXTERNAL ELECTRIFICATION WORK)
SCHEDULE `A' PART-IV (Sec-II) (EXTERNAL ELECTRIFICATION WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Dismantling existing 33 KV, HT pole-02 Nos and ACSR conductor, and shifting of pole to other location alongwith restretching/tightening the conductor assuming 03 conductor length per span approx 50 Mtr including earth and PCC work all as directed.
Fixing only and restretching/tightening the existing LT overhead conductors & GI earth wire mounted on insulators of any type on poles manually or by mechanical means to the extent of permissible sag and tension and binding with steel wires of appropriate size complete having upto 7 conductors per span of approx 35-40 mtr length and tightning of stay wire etc complete all as specified and directed. NOTE: Each span upto 7 conductors in parallel between pole to pole shall be measured as one unit only.
Re-routing of the existing underground laid XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (Heavy duty) with stranded aluminium conductor 1100/11000 volts grade of any size and type laid at watch tower construction location excluding all necessary excavation, returning filling, removal of soil and laying brick and providing sand all as specified and directed.
Re-routing of the existing underground CI/DI/MS water pipe line laid at watch tower location of any type and size including all necessary excavation, levelling as per specified gradient including material and labour for required joints, returning filling, removal of soil and and providing soil all as specified and directed.
Re-routing of the existing underground GI water pipe line laid at watch tower location of any type and size including all necessary excavation, levelling as per specified gradient including material and labour for required joints, returning filling, removal of soil and and providing soil all as specified and directed.
Supply, installation, testing & commisioning of LT feeder pillar box (KIOSK) outdoor type with provision of aluminium busbar three phase & neutral (TPN) with 4 strip each 160 Amps capacity and 60 cm long, duly colour coded, mounted on epoxy resin base insulators, drilled holes for cable connection on bus bar conforming to IS 8623 Part (One), CPRI approved, totally enclosed vermin proof suitably ventilated for 3 phase, 4 wire 415 volts, 50 Hz, AC supply, outer shell shall be made out of 3.00 mm thick CRCA sheet & MS angle section of suitable size for frame, factory fabricated. Front & back door opening, protection of enclosure IP 56 as per IS-2147 of 1962 with pre-treatment through 7 tank hot chemical process prior to powder coated with minimum 50-70 micron of approved colour. The bottom of outer shell contains a detachable plate having provision for entry of armoured cable of adequate size. Computer cut self adhesive vinyl danger notice plate having conventional symbol of bones and skull to be provided. EPDM gasket of appropriate shape and size provided at all joints, door & covers including suitable size angle iron/flat iron frame work/support required with four legs 60 cm long using angle iron 40 x 40 x 6mm & locking arrangement at front with duplicate keys and making connection of incoming & outgoing cable using proper cable lugs, legs grouted in PCC 1:2:4, including MCCB 40 Amps 4 pole, 16 KA, Ics = 100% Icu, with fixed magnetic & adjustable thermal release, adjustable overload 80-100% & adjustable short ckt 5 to 10 In setting complete with phase separator - 02 Nos and platform for feeder pillar/LT panel shall be of suitable size as directed, 450mm height above ground level, the foundation shall be using PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregates), 15cm thick, brick work (with sub class B bricks) in CM 1:6, 15mm thick rendering in CM 1:6 on exposed surfaces & 100 mm thick PCC 1:3:6 type C1 using 20mm graded crushed stone aggregates as in padding on top & grouting legs of panel complete all as specified.
M & L for Earthing complete with galvanised steel earth electrode plate of size 600 x 600 x 6mm thick, buried directly in ground, (earth pit not less than 2.25m deep below normal ground level) with top edge of the plate not less than 1.50m below normal ground level, connected to and galvanized steel earth lead wire 4mm dia as earth lead up to test point with suitable GI nuts, bolts, ckeck nuts and washers of galvanised standard iron or steel and brazed properly up to main board including earth pit in cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates, 40mm thick precast RCC cover in 1:2:4 type B-0 using 12.50 mm graded crushed stone aggregates, reinforced with welded steel iron fabric (weight not less than 1.87 kg/sqm), and frame of angle iron 25x25x6mm with lugs 02 nos with 6mm dia MS bar handle made to shape, excavation and earth work in any type of soil and including medium grade GI watering pipe 20mm bore with funnel and wire mesh and light grade GI earth wire/strip protection pipe 20mm bore up to main board complete as shown in electrical plate no 3 of MES schedule Part-I, connected to earthing testing point and testing on completion complete all as specified and directed by Engineer-in-Charge. Note: (i) The unit rate includes GI pipe up to 7.5m for protection of earth lead. For any additional length the same shall be adjusted through deviation order. (ii) The unit rate includes main earthing lead/strip from earth electrode to test point up to 7.5 meter (iii) In case measured value of earth resistance is recorded more than 5.0 ohms then the earthing shall be re done by the contractor without any extra cost to the department. (iv) If there is a requirement of grid Earthings to achieve the desired earth resistance, as directed by Engineer-in-Charge, then inter connecting of different earthings shall be done at no Extra cost to the deptt.
Total amount of Schedule 'A' PART-IV (Sec-II) (EXTERNAL ELECTRIFICATION WORK)
Total amount of Sch 'A' PART-V (PLUMBING WORK)
Total amount of Sch 'A' PART-VI (ROAD/PATH/CULVERT WORK)
Total amount of Sch 'A' PART-VII (SEC-I) (SEWAGE DISPOSAL WORK)
Sch 'A' PART-VII (SEC-II) (SEWAGE DISPOSAL WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
S & F of LLDPE tank for 05 user including vent shaft and other necessary fixing arrangement complete all as specified and directed.
S&F Factory made, CI manhole covers 600 mm dia with CI frame, complete all as specified and directed.
Total amount of Schedule 'A' PART-VII (SEC-II) (SEWAGE DISPOSAL WORK)
Total amount of Sch 'A' PART-VIII (PROTECTIVE WORK)
Total amount of Sch 'A' PART-IX (DEMOLITION WORK)
Total amount of Sch 'A' PART-X (SITE CLEARANCE AND EARTH WORK)
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