Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC Lowest and reasonable |
| 2 | L2₹3.9 Cr+₹25.8 L (7.00%)Rejected-AOC ATHWAJAN SRINAGAR 191101 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | ₹3.9 Cr+₹25.8 L (7.00%) | L2 | Rejected-AOC Not lowest |
| 3 | L3₹4.0 Cr+₹29.7 L (8.06%)Rejected-AOC KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹4.0 Cr+₹29.7 L (8.06%) | L3 | Rejected-AOC Not lowest |
| 4 | L4₹4.2 Cr+₹55.0 L (14.9%)Rejected-AOC CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹4.2 Cr+₹55.0 L (14.9%) | L4 | Rejected-AOC Not lowest |
| 5 | L5₹4.6 Cr+₹94.8 L (25.7%)Rejected-AOC 01 KHUMRIYAL KUPWARA KHUMRIYAL KUPWARA KUPWARA JAMMU KASHMIR 193223 | KUPWARA | JAMMU AND KASHMIR | 193223 | ₹4.6 Cr+₹94.8 L (25.7%) | L5 | Rejected-AOC Not lowest |
| Sl No | Description | Qty | Unit | ALCO Engineers Private Limited L7 | M M SHAWL Engineers and contractors pvt ltd L4 | mirco builders L8 | m/s zeal construction co L1 | M/S RATHER CONSTRUCTION CO L3 | ASM BUILDERS L2 | Jk Engineering Construction Co. L6 | M/S MIR & CO L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation not exceeding 1.5 m deep and getting out and getting out in hard dense soil complete all as specified and directed. | 1,506.5 | Cubic Metre | 130 ₹1,95,845 Lowest | 200 ₹3,01,300 | 150 ₹2,25,975 | 150 ₹2,25,975 | 150 ₹2,25,975 | 200 ₹3,01,300 | 300 ₹4,51,950 | 250 ₹3,76,625 |
| 2.00 | All as per item No 01 here-in-before but exc 1.5m and n exc 3.0 m in depth | 883.4 | Cubic Metre | 150 ₹1,32,510 Lowest | 250 ₹2,20,850 | 150 ₹1,32,510 Lowest | 200 ₹1,76,680 | 150 ₹1,32,510 Lowest | 300 ₹2,65,020 | 400 ₹3,53,360 | 450 ₹3,97,530 |
| 3.00 | All as per item No 01 here-in-before but exc 3.0m and n exc 4.5 m in depth | 16.08 | Cubic Metre | 180 ₹2,894.4 | 300 ₹4,824 | 150 ₹2,412 Lowest | 300 ₹4,824 | 150 ₹2,412 Lowest | 400 ₹6,432 | 500 ₹8,040 | 650 ₹10,452 |
| 4.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and directed. | 2,817.64 | Cubic Metre | 180 ₹5,07,175.2 | 500 ₹14,08,820 | 300 ₹8,45,292 | 400 ₹11,27,056 | 150 ₹4,22,646 Lowest | 250 ₹7,04,410 | 600 ₹16,90,584 | 280 ₹7,88,939.2 |
| 5.00 | M&L for PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling, mass concrete, beds of poles streets and stays complete all as specified and directed. | 1,056.8 | Cubic Metre | 4,900 ₹51,78,320 | 4,800 ₹50,72,640 | 7,300 ₹77,14,640 | 4,500 ₹47,55,600 | 2,800 ₹29,59,040 Lowest | 5,200 ₹54,95,360 | 4,200 ₹44,38,560 | 4,450 ₹47,02,760 |
| 6.00 | M&L for walling of random rubble stone masonry built in Cement Mortar (1:4), uncoursed, well bonded, bedded and solidly hearted including providing weep holes as directed, complete as specified and directed. | 5,228.9 | Cubic Metre | 6,209 ₹3,24,66,240.1 | 5,000 ₹2,61,44,500 | 4,750 ₹2,48,37,275 | 4,650 ₹2,43,14,385 | 5,350 ₹2,79,74,615 | 4,400 ₹2,30,07,160 Lowest | 5,700 ₹2,98,04,730 | 6,200 ₹3,24,19,180 |
| 7.00 | M&L for providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate in window or door cills, lintels,bressumers, steps,quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, manhole/drain cover etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match, complete all as specified and directed. | 136 | Cubic Metre | 7,000 ₹9,52,000 | 8,500 ₹11,56,000 | 7,300 ₹9,92,800 | 5,800 ₹7,88,800 Lowest | 9,000 ₹12,24,000 | 8,200 ₹11,15,200 | 7,800 ₹10,60,800 | 6,800 ₹9,24,800 |
| 8.00 | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straigth edge held against the dressed surafce n exc 20mm, for granite or trap stone, complete all as specified and directed. | 3,591 | Square Metre | 20 ₹71,820 Lowest | 250 ₹8,97,750 | 1,200 ₹43,09,200 | 150 ₹5,38,650 | 100 ₹3,59,100 | 450 ₹16,15,950 | 300 ₹10,77,300 | 350 ₹12,56,850 |
| 9.00 | M&L for cement concrete (1:2:4) type B-1 using 20mm graded stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed etc complete all as specified and directed. | 58.42 | Cubic Metre | 7,000 ₹4,08,940 | 8,000 ₹4,67,360 | 7,500 ₹4,38,150 | 6,500 ₹3,79,730 | 5,000 ₹2,92,100 Lowest | 8,700 ₹5,08,254 | 8,700 ₹5,08,254 | 7,200 ₹4,20,624 |
| 10.00 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:3), uncoursed or brought upto coarse complete all as specified and directed. | 359.1 | Ten Square Metre | 2,000 ₹7,18,200 | 1,000 ₹3,59,100 | 2,000 ₹7,18,200 | 150 ₹53,865 Lowest | 1,500 ₹5,38,650 | 2,100 ₹7,54,110 | 260 ₹93,366 | 250 ₹89,775 |
Tender Value
₹5.2 Cr
EMD Value
₹5.8 L
Closing Date
27 Apr 2026, 6:00 pmClosed
CE 31 Srinagar Zone
HQ CE 31 Srinagar Zone
PROVN OF RETAINING WALLS IN VARIOUS LOCATIONS IN BB CANTT UNDER 864 EWS
2026_MES_758605_1
800201
Open Tender
Civil Works
Item Rate
600 days
GE 864 EWS
As per tender documents
11 documents required · 11 mandatory
₹3,000
GE 864 EWS
₹5.8 L
Yes
9 Jun 2026
30 Mar 2026
29 Apr 2026
30 Mar 2026
27 Apr 2026
21 Apr 2026
30 Mar 2026 - 10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Rough excavation not exceeding 1.5 m deep and getting out and getting out in hard dense soil complete all as specified and directed. | - | Cubic Metre | - | - |
| - | All as per item No 01 here-in-before but exc 1.5m and n exc 3.0 m in depth | - | Cubic Metre | - | - |
| - | All as per item No 01 here-in-before but exc 3.0m and n exc 4.5 m in depth | - | Cubic Metre | - | - |
| - | Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling, mass concrete, beds of poles streets and stays complete all as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for walling of random rubble stone masonry built in Cement Mortar (1:4), uncoursed, well bonded, bedded and solidly hearted including providing weep holes as directed, complete as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate in window or door cills, lintels,bressumers, steps,quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match, complete all as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straigth edge held against the dressed surafce n exc 20mm, for granite or trap stone, complete all as specified and directed. | - | Square Metre | - | - |
| - | M&L for cement concrete (1:2:4) type B-1 using 20mm graded stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed etc complete all as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:3), uncoursed or brought upto coarse complete all as specified and directed. | - | Ten Square Metre | - | - |
stage.html
html • 0.07 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.25 MB
TenderretainingwallMerged.pdf
Tender Documents • 1.01 MB
Drawings.pdf
Additional Documents • 3.00 MB
BOQ_849720.xls
BOQ • 0.26 MB
ExtensionofdateMay.pdf
PDF • 0.42 MB
CorrigendumNo02othersMergedwithDrg.pdf
PDF • 0.58 MB
Corrigendum01date.pdf
PDF • 0.02 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 .