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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹4.8 L (2.35%)Admitted-Finance | ₹2.1 Cr+₹4.8 L (2.35%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHAMMAD AYOUB NAIK L1 | M/S DUWA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m , disposed earth to be levelled and neatly dressed: In hard strata | |||||
| 1.01 | lift upto 1.5 m, Excluding dewatering | 3,500 | Cum | - | - |
| 1.02 | lift upto 7m , incl diversion of existing flow of water and dewatering of acumulated water from trenchs during execution of all works. | 3,500 | Cum | - | - |
| 2.00 | Removing of loose soil and replacing it by boulders / granular material to achive desired foundation depth incl all leads and lifts, incl diversion of existing flow of water and dewatering of acumulated water from trenchs during execution of all works. | 135 | Cum | - | - |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) (A) Crushed Agg. Incl. carraige of all materials. | 70 | Cum | - | - |
| 4.00Providing and laying in position machine· batched, machine mixed and machine vibrated -design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 91 03) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge . Crushed Agg. Incl. carraige of all materials. | |||||
| 4.01 | All work upto plinth level /foundation. M-30 grade R.C.C. (cement content considered in M30 is@ 340 kg/cum) | 425 | Cum | - | - |
| 4.02 | All work from plinth level upto floor V level. Walls, columns, pillars, posts and struts.M-30 grade R.C.C. (cement content considered in M30 is@ 340 kg/cum) | 675 | Cum | - | - |
| 4.03 | All work from plinth level upto floor V level. Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc. ( Pedestals ) .Providing M. 40 Grade concrete by using 360kg of cement per cum of concrete. | 2 | Cum | - | - |
| 5.00Centring and shuttermg including strutting, propping etc. and removal of form for· 5.9.1 Foundations: footings, bases of columns etc. for mass concrete. | |||||
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
6 Mar 2020, 4:00 pmClosed
Executive Engineer RnB Division Kulgam
Executive Engineer RnB Division Kulgam
Construction of Sub Structure for 3x30 Mtr span Plate Girder Bridge Over Nallah Bushi on Dragdan-Dudkuchan-Sanyardi Road at Dudkuchan D H Pora.
2020_PWDJK_93800_1
122 /2019-20 /Kul/ 9037-57 DATED. 26-02-2020
Open Tender
Civil Works
Item Rate
270 days
Kulgam
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,500
Executive Engineer RnB Division Kulgam
₹4.9 L
Superitending Engineer RnB Circle Ang/Kulgam
16 May 2020
28 Feb 2020
7 Mar 2020
28 Feb 2020
6 Mar 2020
28 Feb 2020
2 Mar 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m , disposed earth to be levelled and neatly dressed: In hard strata
lift upto 1.5 m, Excluding dewatering
lift upto 7m , incl diversion of existing flow of water and dewatering of acumulated water from trenchs during execution of all works.
Removing of loose soil and replacing it by boulders / granular material to achive desired foundation depth incl all leads and lifts, incl diversion of existing flow of water and dewatering of acumulated water from trenchs during execution of all works.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) (A) Crushed Agg. Incl. carraige of all materials.
Providing and laying in position machine· batched, machine mixed and machine vibrated -design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 91 03) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge . Crushed Agg. Incl. carraige of all materials.
All work upto plinth level /foundation. M-30 grade R.C.C. (cement content considered in M30 is@ 340 kg/cum)
All work from plinth level upto floor V level. Walls, columns, pillars, posts and struts.M-30 grade R.C.C. (cement content considered in M30 is@ 340 kg/cum)
All work from plinth level upto floor V level. Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc. ( Pedestals ) .Providing M. 40 Grade concrete by using 360kg of cement per cum of concrete.
Centring and shuttermg including strutting, propping etc. and removal of form for· 5.9.1 Foundations: footings, bases of columns etc. for mass concrete.
( A ) Foundations: footings, bases of columns etc. for mass concrete.
( B ) Columns, Pillars, Piers, Abutments, Posts and Struts, shuttering in circular work (20% rate extra of respective centring and shuttering items)
( C ) Columns, Pillars, Piers, Abutments, Posts and Struts
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Incl. carraige of all materials. HYSD Fe-500
Back Filling with available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
P/F in position weep holes in Abutments with 100mm PVC pipes cut to length and profile to be installed in concrete and other incidentals complete.
Consultancy Charges ( Soil investigation , structural design , drawingss, Mix design , conduction of tests for various Materials.) Complete job.
M/S DUWA CONSTRUCTIONS
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