Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC 184 TENGPUNA PULWAMA PULWAMA PULWAMA JAMMU KASHMIR 192301 UDYAM JK 15 0009999 | PULWAMA | JAMMU AND KASHMIR | 192301 | L1 | Accepted-AOC AOC | |
| 2 | L2₹33.8 L+₹89,463.20 (2.72%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹34.2 L+₹1.2 L (3.77%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹35.1 L+₹2.2 L (6.65%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest | |
| 5 | L5₹35.4 L+₹2.5 L (7.58%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | M/S BASHIR AHMAD AND SONS H8 | M/S DFA Enterprises H1 | M/S TAJ DIN KHARI H7 | M/S PARVEZ AHMAD LONE H5 | M/S AIJAZ ENTERPRISES H6 | M/S Tajamul Ah Buchh H4 | Shujaat Afzal H2 | M/S BASHIR AHMAD MIR H3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc and getting out in soft/loose soil, complete as specified and directed. | 42 | CUBIC METRE | 200 ₹8,400 | 150 ₹6,300 | 130 ₹5,460 | 50 ₹2,100 Lowest | 150 ₹6,300 | 100 ₹4,200 | 100 ₹4,200 | 150 ₹6,300 |
| 2.00 | M & L for plain cement concrete 1 : 4 : 8 Type D2 ( using 40 mm graded crushed stone aggregsate) as in foundation, filling and mass concrete, complete all as specified and directed. | 4.7 | CUBIC METRE | 3,500 ₹16,450 | 2,500 ₹11,750 Lowest | 4,000 ₹18,800 | 3,200 ₹15,040 | 4,200 ₹19,740 | 3,500 ₹16,450 | 4,500 ₹21,150 | 2,500 ₹11,750 Lowest |
| 3.00 | M&L for Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6, complete all as specifed and directed. | 24 | CUBIC METRE | 7,200 ₹1,72,800 | 4,800 ₹1,15,200 Lowest | 5,500 ₹1,32,000 | 7,000 ₹1,68,000 | 6,000 ₹1,44,000 | 7,100 ₹1,70,400 | 5,500 ₹1,32,000 | 5,000 ₹1,20,000 |
| 4.00 | Returning filling in including spreading leveling, watering and well ramming in layers n.exc 25cm thick in soft/loose soil, complete all as specified and directed. | 13.5 | CUBIC METRE | 20 ₹270 | 250 ₹3,375 | 100 ₹1,350 | 100 ₹1,350 | 50 ₹675 | 70 ₹945 | 10 ₹135 Lowest | 50 ₹675 |
| 5.00 | Removing of excavated soil to a distance n.exc 50m and depositing where directed by the Engr-in-Charge at a level n.exc 1.50m above the starting point, complete all as specified and directed. | 28 | CUBIC METRE | 20 ₹560 | 200 ₹5,600 | 100 ₹2,800 | 100 ₹2,800 | 50 ₹1,400 | 90 ₹2,520 | 5 ₹140 Lowest | 50 ₹1,400 |
| 6.00 | M&L for 10 mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement, complete all as specified and directed. | 60 | SQUARE METRE | 200 ₹12,000 | 115 ₹6,900 Lowest | 200 ₹12,000 | 310 ₹18,600 | 250 ₹15,000 | 200 ₹12,000 | 380 ₹22,800 | 150 ₹9,000 |
| 7.00 | M&L Preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and directed. | 60 | SQUARE METRE | 24 ₹1,440 Lowest | 25 ₹1,500 | 30 ₹1,800 | 30 ₹1,800 | 50 ₹3,000 | 30 ₹1,800 | 150 ₹9,000 | 40 ₹2,400 |
| 8.00 | S & F rolled sections as in main & cross beams, hip & jack rafters, purlins where connected to common rafters & running rails & guides for sliding doors, fixed with angles cleats or other connecting plates of Gde Fe 410-W (Gde- E-250) Qty-A, complete all as specified and directed. | 11,163.8 | KILO GRAM | 89 ₹9,93,578.2 Lowest | 110 ₹12,28,018 | 98 ₹10,94,052.4 | 100 ₹11,16,380 | 95 ₹10,60,561 | 91 ₹10,15,905.8 | 106 ₹11,83,362.8 | 102 ₹11,38,707.6 |
| 9.00 | S & F Plates (plain or chequered) channels, square cut or notched (ordinary & counter sunk) forming holes, with riveted, bolted or welded attachment of Gde Fe 410-W (Gde- E-250) Qty-A, complete all as specified and directed | 60 | KILO GRAM | 120 ₹7,200 | 145 ₹8,700 | 120 ₹7,200 | 140 ₹8,400 | 100 ₹6,000 Lowest | 110 ₹6,600 | 180 ₹10,800 | 120 ₹7,200 |
| 10.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and directed | 38.5 | SQUARE METRE | 200 ₹7,700 | 150 ₹5,775 | 250 ₹9,625 | 200 ₹7,700 | 150 ₹5,775 | 100 ₹3,850 Lowest | 420 ₹16,170 | 100 ₹3,850 Lowest |
Tender Value
₹36.6 L
EMD Value
₹73,200
Closing Date
17 Oct 2025, 6:00 pmClosed
GE 864 EWS
GE 864 EWS C/O 56 APO
PROVISION OF 01X TRG SHED WITH INTERLOCKING TILES IN 11 EW BN AND POSTS, AND WIRE NETTING FOR ENCLOSING THE COURTS NEAR CGU , AT BB CANTT, SRINAGAR
2025_MES_732908_1
864/WS-59(T)/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 864 EWS
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹73,200
Yes
4 Nov 2025
26 Sept 2025
24 Oct 2025
26 Sept 2025
17 Oct 2025
10 Oct 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.03 MB
Document
0.43 MB
Tender Documents
Tender Documents • 2.85 MB
BOQ
BOQ • 0.41 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 .