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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹2.5 Cr | L1 | Accepted-AOC Being lowest and reasonable |
| 2 | L2₹2.5 Cr+₹2.5 L (1.01%)Rejected-AOC OLD AIRFIELD ROAD RAWALPORA WANBAL SRINAGAR 190005 J K | SRINAGAR | SRINAGAR | J K | 190005 | ₹2.5 Cr+₹2.5 L (1.01%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹2.6 Cr+₹14.4 L (5.82%)Rejected-AOC KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹2.6 Cr+₹14.4 L (5.82%) | L3 | Rejected-AOC Being L3 |
| 4 | L4₹2.8 Cr+₹29.7 L (12.0%)Rejected-AOC | ₹2.8 Cr+₹29.7 L (12.0%) | L4 | Rejected-AOC Being L4 |
| 5 | L5₹3.6 Cr+₹1.2 Cr (47.7%)Rejected-AOC | ₹3.6 Cr+₹1.2 Cr (47.7%) | L5 | Rejected-AOC Being L5 |
| Sl No | Description | Qty | Unit | AHMED CONSTRUCTIONS AND INFRA PVT LTD L1 | M/S MANZOOR AHMAD YATOO L4 | M/S ALBURAQ INFRATECH PRIVATE LIMITED L5 | M/S GHULAM AHMAD WANI L2 | M/S RATHER CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in any type of soil in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 2,344.45 | Cubic Metre | 235 ₹5,50,945.75 | 200 ₹4,68,890 | 150 ₹3,51,667.5 | 130 ₹3,04,778.5 Lowest | 150 ₹3,51,667.5 |
| 2.00 | 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. | 2.97 | Cubic Metre | 3,850 ₹11,434.5 | 4,500 ₹13,365 | 4,500 ₹13,365 | 3,500 ₹10,395 Lowest | 4,000 ₹11,880 |
| 3.00 | M&L for walling of random rubble stone masonry built in Cement Mortar (1:6), uncoursed, well bonded, bedded and solidly hearted including providing weep holes as directed, complete as specified and directed. | 9.09 | Cubic Metre | 5,000 ₹45,450 | 4,000 ₹36,360 | 4,900 ₹44,541 | 390 ₹3,545.1 Lowest | 5,000 ₹45,450 |
| 4.00 | M&L for providing Plain Cement Concrete, type B1, (1:2:4) using 20mm stone crushed aggregate, cast in situ as in lintels upto 1.5m clear span, cills, coping, stay assembly and other similar bands, kerbs, water troughs and the like including weathering, slightly rounded or hamfered angles and throating and including necessary form work, complete all as specified and directed. | 53.06 | Cubic Metre | 7,000 ₹3,71,420 | 5,800 ₹3,07,748 | 7,500 ₹3,97,950 | 4,500 ₹2,38,770 Lowest | 4,500 ₹2,38,770 Lowest |
| 5.00 | S&F of PVC (SWR) pipes, type A, ISI marked, single socketed in any length with rubber ring joints as in weep holes, 110 mm dia complete all as specified and directed. | 8 | Running Metre | 300 ₹2,400 Lowest | 350 ₹2,800 | 300 ₹2,400 Lowest | 400 ₹3,200 | 450 ₹3,600 |
| 6.00 | 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. | 7.92 | Square Metre | 100 ₹792 Lowest | 150 ₹1,188 | 500 ₹3,960 | 500 ₹3,960 | 500 ₹3,960 |
| 7.00 | M&L for boulder filling dry, hand packed tightly as in vertical bunds with stoping faces, complete all as specified and directed. | 1.44 | Cubic Metre | 1,200 ₹1,728 | 1,000 ₹1,440 | 4,000 ₹5,760 | 500 ₹720 Lowest | 1,000 ₹1,440 |
| 8.00 | M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:4), uncoursed or brought upto coarse complete all as specified and directed. | 0.79 | Ten Square Metre | 1,000 ₹790 | 350 ₹276.5 Lowest | 800 ₹632 | 2,000 ₹1,580 | 2,000 ₹1,580 |
| 9.00 | M&L for providing Precast Cement Concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregates) as in bond stone walling complete all as specified and directed. | 0.4 | Cubic Metre | 6,000 ₹2,400 | 6,500 ₹2,600 | 9,000 ₹3,600 | 4,400 ₹1,760 Lowest | 6,000 ₹2,400 |
| 10.00 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil complete all as specified and directed. | 795.43 | Cubic Metre | 200 ₹1,59,086 | 100 ₹79,543 | 250 ₹1,98,857.5 | 30 ₹23,862.9 Lowest | 100 ₹79,543 |
Tender Value
₹2.5 Cr
EMD Value
₹3.3 L
Closing Date
5 Jul 2025, 6:00 pmClosed
CE 31 Srinagar Zone
HQ CE 31 Srinagar Zone
PROVN OF INTERNAL ROADS WITH DRAINS FOR DAWAR GARRISON UNDER 874 EWS
2025_MES_707838_1
800183
Open Tender
Civil Works - Roads
Item Rate
600 days
GE 874 EWS Dawar
As per tender dcouments
13 documents required · 13 mandatory
₹2,000
GE 874 EWS
₹3.3 L
Yes
23 Aug 2025
13 May 2025
7 Jul 2025
13 May 2025
5 Jul 2025
23 Jun 2025
13 May 2025 - 23 May 2025
Amount
Earth work in any type of soil in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.
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.
M&L for walling of random rubble stone masonry built in Cement Mortar (1:6), uncoursed, well bonded, bedded and solidly hearted including providing weep holes as directed, complete as specified and directed.
M&L for providing Plain Cement Concrete, type B1, (1:2:4) using 20mm stone crushed aggregate, cast in situ as in lintels upto 1.5m clear span, cills, coping, stay assembly and other similar bands, kerbs, water troughs and the like including weathering, slightly rounded or hamfered angles and throating and including necessary form work, complete all as specified and directed.
S&F of PVC (SWR) pipes, type A, ISI marked, single socketed in any length with rubber ring joints as in weep holes, 110 mm dia complete all as specified and directed.
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.
M&L for boulder filling dry, hand packed tightly as in vertical bunds with stoping faces, complete all as specified and directed.
M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:4), uncoursed or brought upto coarse complete all as specified and directed.
M&L for providing Precast Cement Concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregates) as in bond stone walling complete all as specified and directed.
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil complete all as specified and directed.
M&L for earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for any type of soil complete all as specified and directed.
Rolling and consolidation formation surfaces in cutting of roads / berms etc only to the required gradient and camber with 8 to 12 tonne power roller including filling in depressions which occur during the process with approach earth complete all as specified and directed.
M&L for soling (or sub base), 200mm thick spread thickness with broken boulders or quarried stone, interstices filled, surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.
M&L for 250mm thick in two layers thick (compacted finished thickness) Water Bound Macadam (WBM) with coarse stone aggregates (Granite, trap or Basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber as required complete all as specified and directed.
M&L for sand filling under floors and foundation including watering , ramming and consolidation complete all as specified and directed.
M&L for 100 mm thick Machine pressed precast concrete interlocking paver block, any shape and size confirming to IS 15658 (Latest Revised edition) of M-50 Grade (with grey cement and no pigment), filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. Note:- Sand for bedding shall be measured and paid separately.
Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
Removing excavated materials soil to a distance exc 250m but not exc 500m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed.
M&L for Reinforced concrete pipes, class NP3, laid and jointed complete with collar bore of pipe 450mm, side packing by returning, filling, etc complete all as specified and directed.
M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed.
M&L for rendering 15mm thick in Cement Mortar (1:4) on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and directed.
M & L for preparation of new plastered surfaces and applying two coats of cement base paint white or tinted complete all as specified and directed.
M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.
M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.
M&L for PCC (1:1:2) using 20mm graded stone crushed aggregate, as in copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necassary form work complete all as specified and directed.
M&L for PCC (1:1:2) using 20mm graded stone crushed aggregate, as in surface channels and drains including benching and finishing the top of benching even and smooth without using extra cement, complete all as specified and directed.
M/S GHULAM AHMAD WANI (BID ID -3339907)
M/S RATHER CONSTRUCTION CO (BID ID -3339476)
M/S MANZOOR AHMAD YATOO (BID ID -3348212)
M/S ALBURAQ INFRATECH PRIVATE LIMITED (BID ID -3337701)
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