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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 6 51 OLD POST OFFICE LANE UDHAMPUR 182101 | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹1.3 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.4 Cr+₹13.2 L (10.3%)Rejected-AOC | ₹1.4 Cr+₹13.2 L (10.3%) | L2 | Rejected-AOC Other than L1 bidder |
| Sl No | Description | Qty | Unit | M/S MAHALUXMI BUILDERS L1 | J. PRO BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00Schedule '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 siginifies this fact only. | |||||
| 1.01 | Construction of Block of fire station double storey building including inspection pit, repair bay and open plateform complete all as specified and shown on drawing. | 1 | lumpsum | 83,68,000 ₹83,68,000 | 75,73,500.91 ₹75,73,500.91 Lowest |
| 1.02 | Construction of static water tank of capacity 225000 ltr complete all as specified and shown on drawing. | 1 | lumpsum | 13,00,000 ₹13,00,000 Lowest | 28,55,000 ₹28,55,000 |
| 1.03 | Construction of fire point stage complete all as specified and shown on drawing. | 1 | lumpsum | 25,000 ₹25,000 Lowest | 50,000 ₹50,000 |
| 1.04 | Construction of Hose drying rack 1.70m wide consisting of 10 nos U shape pipe structure with elbow joints made out of 50 mm bore medium grade GI pipe embedded vertically in PCC block 1:2:4, type B-1 of size 0.60mx0.60mx0.60m below GL ,50 cm length of pipe embedded in PCC , spacing between each pipe structure 60 cm and height of pipe structure above GL at one end of rack 1.45m and other end of rack above GL 1.22 m, height of each structure shall be decreased gradually from highest structure by 2.50 cm complete all as specified and shown on sketch attached. | 2 | lumpsum | 25,000 ₹50,000 Lowest | 1,00,000 ₹2,00,000 |
| 2.00Schedule 'A' Part-II (Site clearance works) | |||||
| 2.01 | Total amount of Sch 'A' Part-II (Site clearance works) brought forward from srl page No-21 | 1 | Lumpsum | 2,85,000 ₹2,85,000 Lowest | 3,50,098 ₹3,50,098 |
| 3.00Schedule 'A' Part-III (Internal electrification works) | |||||
| 3.01 | Total amount of Sch 'A' Part-III (Internal electrification works) brought forward from srl page No-24(R) | 1 | Lumpsum | 1,74,850 ₹1,74,850 Lowest | 1,90,786 ₹1,90,786 |
| 4.00Schedule 'A' Part-IV (Internal water supply works) | |||||
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
28 Oct 2025, 6:00 pmClosed
CWE Rajouri
HQ CWE RAJOURI, C/O APO
PROVN OF FIRE STATION ALONGWITH ALLIED INFRA AT 225 AP UNDER GE 881 EWS
2025_MES_732200_1
CWE/PNH-54/2025-26
Open Tender
Civil Works
Item Rate
365 days
GE 881 EWS
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE 881 EWS
₹2.0 L
Yes
18 Dec 2025
23 Sept 2025
4 Nov 2025
23 Sept 2025
28 Oct 2025
21 Oct 2025
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 siginifies this fact only.
Construction of Block of fire station double storey building including inspection pit, repair bay and open plateform complete all as specified and shown on drawing.
Construction of static water tank of capacity 225000 ltr complete all as specified and shown on drawing.
Construction of fire point stage complete all as specified and shown on drawing.
Construction of Hose drying rack 1.70m wide consisting of 10 nos U shape pipe structure with elbow joints made out of 50 mm bore medium grade GI pipe embedded vertically in PCC block 1:2:4, type B-1 of size 0.60mx0.60mx0.60m below GL ,50 cm length of pipe embedded in PCC , spacing between each pipe structure 60 cm and height of pipe structure above GL at one end of rack 1.45m and other end of rack above GL 1.22 m, height of each structure shall be decreased gradually from highest structure by 2.50 cm complete all as specified and shown on sketch attached.
Schedule 'A' Part-II (Site clearance works)
Total amount of Sch 'A' Part-II (Site clearance works) brought forward from srl page No-21
Schedule 'A' Part-III (Internal electrification works)
Total amount of Sch 'A' Part-III (Internal electrification works) brought forward from srl page No-24(R)
Schedule 'A' Part-IV (Internal water supply works)
Total amount of Sch 'A' Part-IV (Internal water supply works) brought forward from srl page No-26(R)
Schedule 'A' Part-V (Road/path/hardstanding/culverts Works)
Total amount of Sch 'A' Part-V (Road/path/hardstanding/culverts Works) brought forward from srl page No-27(R)
Schedule 'A' Part-VI (Area drainage Works)
Total amount of Sch 'A' Part-VI(Area drainage Works) brought forward from srl page No-28(R)
Schedule 'A' Part-VII (Sewage Disposal Works)
Total amount of Sch 'A' Part-VII (Sewage Disposal Works) brought forward from srl page No-30(R)
Schedule 'A' Part-VIII (External electrification Works)
Total amount of Sch 'A' Part-VIII(External electrification Works) brought forward from srl page No-32 (R )
Schedule 'A' Part-IX (External water supply Works)
Total amount of Sch 'A' Part-IX (External water supply Works) brought forward from srl page No-34(R )
Schedule 'A' Part-X (Hot Water Supply Works)
Total amount of Sch 'A' Part-X (Hot Water Supply Works) brought forward from srl page No-35 (R)
Schedule 'A'Part-X (Misc Items of Works) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only.
Construction of conventional type on site LLDPE septic tank designed to carry sewage and sludge water for 10 users with & including earthwork in any type of soil, PCC 1:4:8 below foundation, vent shaft & making connection, complete all as specified and directed.
Costruction of soakage well 2.40 mtr dia and 3.00 mtr depp below inlet (depth) from inlet pipe to ground level 45cm including excavation and earth work in any type of soil, PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate in foundation, wall in honey combed brick work in CM 1:4 cover slab of M-25 filling with brick bats, earth cushion on brick lining on top and inlet pipe 150mm dia and complete all as specified and shown on drawing
Supply and fixing inverter LED lamp 12 watts 230 volts complete all as specified and as directed.
Electric motor siren with complete motor not exceeding 3.75 KW and all accessories confirming to IS1941 suitable for three phase 415 volts supply and able deliver minimum 143 DB noise level complete all as specified and directed.
Supply, installation, commissioning and testing out door type LT Panel powder coated CPRI Approved of suitable size, made out of mild steel CRCA sheet of 3.15 mm thick with angle iron frame of size 50mmx50mmx6mm with canopy top, two side ventilators, front open able hinged, double door shutters with locking arrangement, weather and vermin proof suitable for working on 440 volts AC supply including bus bar chamber and aluminium bus bar of suitable size 4 nos mounted on hygroscopic insulators fixed in separate bus bar chamber and separate compartment for incoming and outgoing feeder, all pre wired with suitable size of copper conductor cable including provision of lugs and cable gland for housing with the following fitment accessories.
Brick masonary chamber (Valve pit) for opening and closing valve with internal dimensions of size 110x110x90cm built in CM 1:6 including necessary excavation and earth work in any type of soil/strata including fixing MS sheet cover 6 mm thick over angle iron frame of size 25x25x6mm with laying and locking arrangement with two coat of synthetic enamel paint over one coat of red oxide primer and 15 mm thick plaster in CM 1:4 internally, complete all as specified and shown on drawing.
J. PRO BUILDERS (BID ID -3461168)
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