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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹27.3 L (8.96%)Admitted-Finance | ₹3.3 Cr+₹27.3 L (8.96%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹33.7 L (11.1%)Admitted-Finance | ₹3.4 Cr+₹33.7 L (11.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Invalid |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L3 | Arbind Enterprise L2 | Deepak And Brothers L1 |
|---|---|---|---|---|---|---|
| 1.00 | Foundation of veh parking shed as per including fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work). | 5 | Job | 4,75,000 ₹4,75,000 | 4,50,000 ₹4,50,000 | 3,62,500 ₹3,62,500 Lowest |
| 2.00 | Supply, fabrication & erection Tensile structure (for vehicle parking shed) comprising of mild steel structure as per approved drawing with PU primer and two coat of PU paint coating as per approved colour and shade, includig designing, supplying and fixing of tensile fabric of grade as approved by Engineer-in-charge including fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work). | 725.75 | Sqm | 1,56,03,625 ₹1,56,03,625 | 1,52,40,750 ₹1,52,40,750 | 1,43,33,562.5 ₹1,43,33,562.5 Lowest |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | 121.03 | Cum | 3,63,090 ₹3,63,090 | 3,32,832.5 ₹3,32,832.5 | 2,42,060 ₹2,42,060 Lowest |
| 4.00 | Supplying compacting and stacking at site. 53 mm to 22.4 mm size stone aggregate. | 242.05 | Cum | 7,50,355 ₹7,50,355 | 7,26,150 ₹7,26,150 | 6,89,842.5 ₹6,89,842.5 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 242.05 | Cum | 26,02,037.5 ₹26,02,037.5 | 25,41,525 ₹25,41,525 | 22,38,962.5 ₹22,38,962.5 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 242.05 | Cum | 29,04,600 ₹29,04,600 | 30,25,625 ₹30,25,625 | 27,23,062.5 ₹27,23,062.5 Lowest |
| 7.00 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of EIC. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern | 1,650 | Sqm | 42,07,500 ₹42,07,500 | 41,25,000 ₹41,25,000 | 36,81,030.35 ₹36,81,030.35 Lowest |
| 8.00 | Providing and fixing 100 mm average thickness black & white machine cut granite coble stones of size 75x75mm to 100x100mm (selective quality as per approval of EIC) over sand cushioning/ screed bed in CM 1:4/ PCC 1:2:4 in path in uniform level and top surfaces grouted with cement slurry and sides of the same be half round with PCC 1:2:4 as per site requirement (The work shall be executed as per direction of EIC) | 770.5 | Sqm | 44,30,375 ₹44,30,375 | 42,37,750 ₹42,37,750 | 38,52,500 ₹38,52,500 Lowest |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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.
All kinds of soil. | 10.8 | Cum | 5,076 ₹5,076 | 5,130 ₹5,130 | 4,806 ₹4,806 Lowest |
| 10.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 24.3 | Cum | 7,04,700 ₹7,04,700 | 7,29,000 ₹7,29,000 | 6,68,250 ₹6,68,250 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
25 May 2024, 10:30 amClosed
Commandant ARC and MC
Commandant Assam Rifles Constr and Maint Coy Laitkor
Provision of veh parking shed for Adm Block for HQ DGAR at Laitkor
2024_ARMHA_806777_1
ENG/III-235/2024-25/06 dated 10 May 2024
Open Tender
Civil Works
Works
365 days
Laitkor
As per tender documents
2 documents required · 2 mandatory
₹1,500
Yes
Commandant ARC and MC
₹5.9 L
Yes
28 Jun 2024
10 May 2024
27 May 2024
10 May 2024
25 May 2024
10 May 2024
10 May 2024 - 25 May 2024
Foundation of veh parking shed as per including fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work).
Supply, fabrication & erection Tensile structure (for vehicle parking shed) comprising of mild steel structure as per approved drawing with PU primer and two coat of PU paint coating as per approved colour and shade, includig designing, supplying and fixing of tensile fabric of grade as approved by Engineer-in-charge including fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work).
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
Supplying compacting and stacking at site. 53 mm to 22.4 mm size stone aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of EIC. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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. All kinds of soil.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In railings, brackets, gates and similar works incl two coat of synthetic element paint over a coat of primer
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-in charge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing.
Supplying comacting and stacking at site. 53 mm to 22.4 mm size stone aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, incl jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mm dia
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand).
Arbind Enterprise
M/s K B Enterprises
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