Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹2.6 Cr+₹19.6 L (8.26%)Rejected-Finance | ₹2.6 Cr+₹19.6 L (8.26%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹2.8 Cr+₹39.0 L (16.4%)Rejected-Finance VILL GUNDI TEHSIL HAVELI DISTT POONCH J K 185101 | POONCH | POONCH | JAMMU AND KASHMIR | 185101 | ₹2.8 Cr+₹39.0 L (16.4%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹2.9 Cr+₹47.7 L (20.1%)Rejected-Finance NEAR R K HOTEL DISTRICT POONCH J K PIN 185101 | POONCH | POONCH | JAMMU AND KASHMIR | 185101 | ₹2.9 Cr+₹47.7 L (20.1%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹2.9 Cr+₹54.7 L (23.0%)Rejected-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | ₹2.9 Cr+₹54.7 L (23.0%) | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S RAJINDER KUMAR L4 | M/S KEWAL KRISHAN SANJEEV KUMAR VAID L2 | Tarmac Road and Roof Builders Srinagar L1 | M/S KIRAN CONSTRUCTIONS L6 | BR CONSTRUCTIONS L7 | NATIONAL TRADING COMPANY L5 | GHAI STONE CRUSHER L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Sch 'A' Part-I (Building Work):-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. | ||||||||||
| 1.01 | Construction of block of Storage Shed complete all as shown on drawings and as specified. | 2 | Each Block | 58,00,000 ₹1,16,00,000 | 59,50,000 ₹1,19,00,000 | 35,00,000 ₹70,00,000 Lowest | 75,00,000 ₹1,50,00,000 | 77,98,000 ₹1,55,96,000 | 69,99,999 ₹1,39,99,998 | 57,00,000 ₹1,14,00,000 |
| 2.00 | Total Amount of Sch 'A' Part - II (Site Clearance/Development Work) | 1 | Lump sum | 5,80,000 ₹5,80,000 | 3,39,000 ₹3,39,000 Lowest | 7,50,000 ₹7,50,000 | 4,90,000 ₹4,90,000 | 7,25,000 ₹7,25,000 | 4,56,297 ₹4,56,297 | 5,20,000 ₹5,20,000 |
| 4.00 | Total Amount of Sch 'A' Part - III (Internal Electric Supply Work) | 1 | Lump sum | 38,000 ₹38,000 | 45,000 ₹45,000 | 40,000 ₹40,000 | 44,000 ₹44,000 | 40,000 ₹40,000 | 42,298.52 ₹42,298.52 | 35,000 ₹35,000 Lowest |
| 5.00 | Total Amount of Sch 'A' Part - IV (Protective work) | 1 | Lump sum | 1,35,00,000 ₹1,35,00,000 | 1,10,00,000 ₹1,10,00,000 Lowest | 1,30,00,000 ₹1,30,00,000 | 1,25,00,000 ₹1,25,00,000 | 1,26,98,000 ₹1,26,98,000 | 1,19,91,635.33 ₹1,19,91,635.33 | 1,27,00,000 ₹1,27,00,000 |
| 6.00 | Total Amount of Sch 'A' Part - V (Area Drainage Work) | 1 | Lump sum | 2,40,000 ₹2,40,000 | 1,90,000 ₹1,90,000 Lowest | 2,30,300 ₹2,30,300 | 2,20,000 ₹2,20,000 | 2,14,000 ₹2,14,000 | 2,13,598.66 ₹2,13,598.66 | 2,25,000 ₹2,25,000 |
| 7.00 | Total Amount of Sch 'A' Part -VI (Road, Path and Culvert Work) | 1 | Lump sum | 18,00,000 ₹18,00,000 | 16,00,000 ₹16,00,000 | 17,00,000 ₹17,00,000 | 17,00,000 ₹17,00,000 | 15,40,000 ₹15,40,000 Lowest | 16,46,017.53 ₹16,46,017.53 | 16,00,000 ₹16,00,000 |
| 8.00 | Total Amount of Sch 'A' Part -VII (External Electric Supply Work) | 1 | Lump sum | 90,000 ₹90,000 | 90,000 ₹90,000 | 80,000 ₹80,000 Lowest | 92,000 ₹92,000 | 82,000 ₹82,000 | 86,725.45 ₹86,725.45 | 85,000 ₹85,000 |
| 9.00 | Total Amount of Sch 'A' Part -VIII (Demolition/Dismantling Work) | 1 | Lump sum | 1,25,000 ₹1,25,000 | 50,000 ₹50,000 Lowest | 1,20,000 ₹1,20,000 | 99,000 ₹99,000 | 1,32,000 ₹1,32,000 | 1,12,246.4 ₹1,12,246.4 | 1,20,000 ₹1,20,000 |
| 10.00Sch 'A' Part - IX (Misc Items of 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. | ||||||||||
Tender Value
₹3.0 Cr
EMD Value
₹3.7 L
Closing Date
7 Mar 2026, 6:00 pmClosed
Chief Engineer Udhampur Zone
HQ Chief Engineer Udhampur Zone, PIN-900386, C/O 56 APO
PROVN OF DRY RATION STORES UNDER GE 881 EWS
2026_MES_749874_1
87941-A/E8
Open Tender
Civil Works
Lump-sum
455 days
Poonch
As per NIT
8 documents required · 8 mandatory
₹2,000
GE 881 EWS
₹3.7 L
Yes
HQ Chief Engineer Udhampur Zone
15 Jun 2026
23 Jan 2026
9 Mar 2026
23 Jan 2026
7 Mar 2026
2 Mar 2026
24 Jan 2026 - 31 Jan 2026
2 Feb 2026
Construction of block of Storage Shed complete all as shown on drawings and as specified.
Total Amount of Sch 'A' Part - II (Site Clearance/Development Work)
Total Amount of Sch 'A' Part - III (Internal Electric Supply Work)
Total Amount of Sch 'A' Part - IV (Protective work)
Total Amount of Sch 'A' Part - V (Area Drainage Work)
Total Amount of Sch 'A' Part -VI (Road, Path and Culvert Work)
Total Amount of Sch 'A' Part -VII (External Electric Supply Work)
Total Amount of Sch 'A' Part -VIII (Demolition/Dismantling Work)
Sch 'A' Part - IX (Misc Items of 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.
Double walled corrugated (DWC) pipe for cable protection with outer dia 50mm and inner dia 38mm including suitable size of coupler for connection of pipe complete all as specified and directed.
Point wiring for One light/fan point/call bell point controlled by one way switch 5 Amp with 1.5 Sqmm single core multi standed copper conductor FRLSH insulated and unsheathed heavy duty cable in colour code including earth wire with cable of size 1.5 sqmm copper conductor FRLSH insulated, drawn into and including concealed in PVC conduit of not less than 20mm dia and 1.5mm wall thickness (ISI marked) terminated into annealed steel terminal boxes including modular plate and cover for mounting modular switch/ socket switches, sockets, fan regulators etc complete all as specified and directed.
All as per Srl item No. 12.00 above but for one 3 pin 5 Amp socket on same board.
All as per Srl item No. 12.00 above but for one 3 pin 5 Amp socket on independent board.
Earthing complete with galvanized steel earth plate electrode 600x600x6mm burried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5m below normal ground level connected with galvanized iron earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete with 15mm dia GI light grade protection pipe, 20mm dia GI medium grade watering pipe with funnel including charcoal, dust, salt, PCC M-15 type B1 in pit with angle iron (25x25x3)mm frame work with precast RCC 1:2:4 type B-1 cover reinforced with 8mm dia TMT bars @ 150mm C/C both ways and 12mm dia MS fabricated handle, test point etc. in and including light grade GI protection pipe 20mm bore up to 7.5m length for drawing in earth lead wire, all as shown in electric plate No. 3 of SSR Part-I complete with necessary earth work in any type of soil, removal of soil to a distance not exc. 50m, testing on completion complete all as specified and directed. Note:- On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction.
Inverter LED light fittings batten type, 1x20W LED, 230V, complete with all accessories internally per wired including lithium lon battery with charging time 8 to 10 hours and back up time up to 4 hours and connecting up with PVC insulated and sheathed, 1100 V grade, flexible, multistranded copper conductor three core cable complete all as specified and directed.
LED street light/ security light fitting 35 Watt, 230 V, AC, outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection, including provision of GI bracket made of 40mm dia, GI pipe, 1.5m long, bend to shape, complete all as specified.
MCB, SPN, 240 Volts, 40 to 63 Amps,10KA, breaking capacity, complete all as specified.
MCB, SPN, 240 Volts, 6 to 32 Amps,10KA, breaking capacity, complete all as specified.
Galvanised steel wire mesh (weight not exceeding 4kg per sqm) of appropriate aperture, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling 20mm to 40mm aggregate as in back side of weep holes (size of each crate/cage 300mm x 300mm x 300mm) complete all as specified and directed.
Boulder/Gravel filling dry, hand packed tightly as in inverted filter in back side of retaining wall in two layers vertically, 1st layer 300mm thick with 40mm to 100mm size gravel and 2nd layer 150mm thick with 20mm to 40mm size gravel complete all as specified and shown on drawings.
Coarse sand as in inverted filter back side of retaining wall, complete all as specified and directed.
Filling crumple joint with 20mm thick cement mortar (1:12) and finished the surface even and smooth without using extra cement, complete all as specified and directed.
Deduction to be made from BOQ for Sch 'A' Part -X (Schedule of credit) Amount during AOC. Note: Tenderers shall not quote for this schedule.
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.34 MB
BOQ_839812.xls
BOQ • 0.28 MB
tenderer.pdf
Tender Documents • 5.58 MB
Drg1_compressed.pdf
Additional Documents • 0.35 MB
Drg5_compressed.pdf
Additional Documents • 0.66 MB
Drg2_compressed.pdf
Additional Documents • 0.53 MB
Drg3_compressed.pdf
Additional Documents • 4.61 MB
Drg4_compressed.pdf
Additional Documents • 0.92 MB
CorrNo02.pdf
PDF • 0.32 MB
CorrNo01.pdf
PDF • 1.68 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .