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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹10.3 L (8.07%)Admitted-Finance | ₹1.4 Cr+₹10.3 L (8.07%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹11.0 L (8.56%)Admitted-Finance AWANTA BHAWAN SOURA SRINAGAR 190011 J K | SRINAGAR | JAMMU AND KASHMIR | 190011 | ₹1.4 Cr+₹11.0 L (8.56%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹21.9 L (17.1%)Admitted-Finance | ₹1.5 Cr+₹21.9 L (17.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹27.5 L (21.5%)Admitted-Finance BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹1.6 Cr+₹27.5 L (21.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ABDUL AZIZ MIR L2 | M/S GHULAM AHMAD WANI L6 | M/S ALBURAQ INFRATECH PRIVATE LIMITED L7 | M/S SUHEEL CONSTRUCTIONS L5 | M/S MANZOOR AHMAD YATOO L1 | m/s mohd saleem and co L4 | EVERGREEN GROUP OF INDUSTRIES L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in hard/dense soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified | 943.8 | SQUARE METRE | 50 ₹47,190 | 100 ₹94,380 | 60 ₹56,628 | 80 ₹75,504 | 40 ₹37,752 | 20 ₹18,876 Lowest | 180 ₹1,69,884 |
| 2.00 | Excavating over areas, n exc 1.5m deep and getting out in hard/ dense soil, complete all as specified | 1,667.8 | CUBIC METRE | 200 ₹3,33,560 | 300 ₹5,00,340 | 310 ₹5,17,018 | 150 ₹2,50,170 Lowest | 180 ₹3,00,204 | 150 ₹2,50,170 Lowest | 150 ₹2,50,170 Lowest |
| 3.00 | Excavation in trenches in not exceeding 1.5M wide and not exceeding 1.5M in depth and getting out in hard/ dense soil complete all as specified. | 622 | CUBIC METRE | 200 ₹1,24,400 | 320 ₹1,99,040 | 220 ₹1,36,840 | 150 ₹93,300 Lowest | 300 ₹1,86,600 | 150 ₹93,300 Lowest | 150 ₹93,300 Lowest |
| 4.00 | Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified. | 25 | CUBIC METRE | 50 ₹1,250 | 90 ₹2,250 | 80 ₹2,000 | 150 ₹3,750 | 50 ₹1,250 | 40 ₹1,000 Lowest | 60 ₹1,500 |
| 5.00 | Removal of excavated materials any type of soil not exc 50cm and depositing where directed at a level n.exc 1.5m above the starting point all as specified | 2,326.57 | CUBIC METRE | 100 ₹2,32,657 | 90 ₹2,09,391.3 | 120 ₹2,79,188.4 | 100 ₹2,32,657 | 70 ₹1,62,859.9 | 20 ₹46,531.4 Lowest | 40 ₹93,062.8 |
| 6.00 | Brickwork with sub class old size ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed. | 6 | CUBIC METRE | 9,000 ₹54,000 | 9,000 ₹54,000 | 9,000 ₹54,000 | 12,500 ₹75,000 | 8,000 ₹48,000 Lowest | 12,000 ₹72,000 | 8,900 ₹53,400 |
| 7.00 | M & L for walling of random rubble, brought upto course well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed. | 434.25 | CUBIC METRE | 4,200 ₹18,23,850 | 5,000 ₹21,71,250 | 4,500 ₹19,54,125 | 4,500 ₹19,54,125 | 4,000 ₹17,37,000 | 3,500 ₹15,19,875 Lowest | 4,000 ₹17,37,000 |
| 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 (Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40mm) granite or trap stone complete all as specified and as directed. | 868 | SQUARE METRE | 50 ₹43,400 Lowest | 240 ₹2,08,320 | 140 ₹1,21,520 | 190 ₹1,64,920 | 150 ₹1,30,200 | 100 ₹86,800 | 300 ₹2,60,400 |
| 9.00 | Plain cement concrete 1:3:6 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. | 78.08 | CUBIC METRE | 3,000 ₹2,34,240 Lowest | 5,500 ₹4,29,440 | 6,500 ₹5,07,520 | 4,500 ₹3,51,360 | 3,900 ₹3,04,512 | 4,500 ₹3,51,360 | 3,900 ₹3,04,512 |
| 10.00 | Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. | 41.15 | CUBIC METRE | 2,600 ₹1,06,990 | 290 ₹11,933.5 Lowest | 6,000 ₹2,46,900 | 3,500 ₹1,44,025 | 3,400 ₹1,39,910 | 4,000 ₹1,64,600 | 3,950 ₹1,62,542.5 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
22 Mar 2023, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS
PROVN OF INTERNAL ROADS AND ALLIED INFRA AT INF BDE CAMP AT TANGDHAR UNDER GE 874 EWS
2023_MES_581091_1
CWEK-64/2022-23
Open Tender
Civil Works - Roads
Works
270 days
GE 874 EWS
Class B Category a i and a v
7 documents required · 7 mandatory
₹1,000
GE 874 EWS
₹2.2 L
HQ 133 WORKS ENGRS
31 Mar 2023
15 Feb 2023
30 Mar 2023
15 Feb 2023
22 Mar 2023
9 Mar 2023
15 Feb 2023 - 24 Feb 2023
25 Feb 2023
Amount
Surface excavation in hard/dense soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified
Excavating over areas, n exc 1.5m deep and getting out in hard/ dense soil, complete all as specified
Excavation in trenches in not exceeding 1.5M wide and not exceeding 1.5M in depth and getting out in hard/ dense soil complete all as specified.
Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified.
Removal of excavated materials any type of soil not exc 50cm and depositing where directed at a level n.exc 1.5m above the starting point all as specified
Brickwork with sub class old size ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed.
M & L for walling of random rubble, brought upto course well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as 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 (Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40mm) granite or trap stone complete all as specified and as directed.
Plain cement concrete 1:3:6 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.
Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.
Plain cement concrete (1:2:4) type B-1 using (20mm graded crushed stone aggregate) as in copings, plinth band, lintel band, bed blocks and like slightly rounded or chamfered angles as directed including necessary form work, complete all as specified and directed.
M & L for providing Cast-in-Situ cement concrete in roof kerb or Mud stops,rounded or chamfered on edge type B-1 (1:2:4) using 20 mm graded aggregate complete all as specified and directed.
M & L for precast cement concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate ) as in boulders or bond stone (for stone walling ) and set in CM 1:4 complete all as specified and directed.
M & L for hand packing (any thickness) of broken stone or boulders, at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.
M & L for flush pointing to random rubble masonry uncoursed or brought upto coursed, in cement mortar 1:4 complete all as specified and as directed.
M & L for forming embankments in soils including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming /rolling and finishing to required size, shape, etc., n exc. 1.5m high from base, complete all as specified and directed (Note- Soil / earth shall be utilised for embankments obtained from BOQ item No 2.00 or 3.00).
M & L for forming embankments in soils including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming /rolling and finishing to required size, shape, etc., n exc. 1.5m but n exc 3.00 m high from base, complete all as specified and directed (Note- Soil/ earth shall be utilised for embankments obtained from BOQ item No 2.00 or 3.00).
M & L for rolling and consolidating formation surfaces in cutting, with power roller 8 tonne to 12 tonne capacity complete all as specified and directed.
M & L for soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, Spread thickness in 200mm, complete with power roller 8 to 12 tonne capacity all as specified and as directed.
M & L for 150 cm thick (compacted thickness in two layers ) WBM with coarse aggregates of grading 2 (63 to 40 mm size ), spread, rolled and consolidated to camber required, Type of aggregate lime stone, sand stone , complete with power roller 8 to 12 tonne capacity all as specified and as directed.
M & L for Machine pressed precast concrete prepolished interlocking concrete paver block any shape and size confirming to IS 15658-2006 of 100mm thickness M-50 grade with Grey cement and pigment laid over sand complete all as specified and directed. Note :- Interlocking concrete paver block shall be approved by GE in writing before incorporation in work and sand for cushining shall be measured and paid separately.
M & L for 30 mm sand cushion under paving block including watering and consolidation, complete all as specified and directed.
M & L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering, complete all as specified
M & L for Reinforced cement concrete pipe, class NP-2 laid and jointed complete with collars bore of pipe 600 mm complete all as specified and directed.
Rendering 15 mm thick plaster on other than fair faces of brick work or stone masonry surfaces in cement mortar 1:4 finished the surface even and fair without using extra cement, complete all as specified and directed.
Rendering 15mm thick plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed.
Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
S&F PVC (SWR) pipes 110mm bore ISI marked single socketed, in any length with rubber ring joints fixed in walls complete all as specified and directed.
M/S ABDUL AZIZ MIR
EVERGREEN GROUP OF INDUSTRIES
m/s mohd saleem and co
M/S SUHEEL CONSTRUCTIONS
M/S GHULAM AHMAD WANI
M/S ALBURAQ INFRATECH PRIVATE LIMITED
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