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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAdmitted-Finance | ₹5.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.8 Cr+₹10.9 L (1.91%)Admitted-Finance R K PATH ITACHALI HOUSE NO 22 CITY TOWN NAGAON P O NAGAON P S SADAR DISTRICT NAGAON PIN 782003 | NAGAON | ASSAM | 782003 | ₹5.8 Cr+₹10.9 L (1.91%) | L2 | Admitted-Finance |
| 3 | L3₹5.9 Cr+₹18.9 L (3.34%)Admitted-Finance | ₹5.9 Cr+₹18.9 L (3.34%) | L3 | Admitted-Finance |
| 4 | L4₹5.9 Cr+₹21.8 L (3.83%)Admitted-Finance | ₹5.9 Cr+₹21.8 L (3.83%) | L4 | Admitted-Finance |
| 5 | L5₹5.9 Cr+₹26.8 L (4.72%)Admitted-Finance | ₹5.9 Cr+₹26.8 L (4.72%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS GLOBE INDIA ENTERPRISE L18 | M/S PRABESH BARMAN L15 | M/s M.A. Enterprise L6 | M/s R.P.JALLAN L1 | M/s SCS ENTERPRISE L16 | UCN CONSTRUCTION COMPANY PRIVATE LIMITED L2 | M/s Dilip Dutta L10 | M/S. M.P. AGARWALLA L12 | M/S - khagen Kalita L7 | SHINE STAR PROJECT L9 | Manoj Pareek L11 | Bodan Baruah L3 | M/s Nipul Kr. Borthakur L17 | LOHIT CHANDRA GOGOI L8 | S T ENTERPRISES L5 | M/s Moni Ram Sahu L13 | P K CONSTRUCTION L14 | M/S AFCONS L4 | Sri Jiban Chutia L19 | Emkay Trading Co. L20 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 10.00 | 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 | 5,000 | M3 | 200 ₹10,00,000 | 350 ₹17,50,000 | 149 ₹7,45,000 | 231 ₹11,55,000 | 325 ₹16,25,000 | 231 ₹11,55,000 | 185 ₹9,25,000 | 130 ₹6,50,000 | 150 ₹7,50,000 | 95 ₹4,75,000 | 179 ₹8,95,000 | 90 ₹4,50,000 Lowest | 220.03 ₹11,00,150 | 150 ₹7,50,000 | 160 ₹8,00,000 | 252 ₹12,60,000 | 195 ₹9,75,000 | 160 ₹8,00,000 | 200 ₹10,00,000 | 400 ₹20,00,000 |
| 20.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 4,400 | M3 | 150 ₹6,60,000 | 150 ₹6,60,000 | 110 ₹4,84,000 | 100 ₹4,40,000 | 175 ₹7,70,000 | 100 ₹4,40,000 | 40 ₹1,76,000 Lowest | 100 ₹4,40,000 | 100 ₹4,40,000 | 100 ₹4,40,000 | 130 ₹5,72,000 | 80 ₹3,52,000 | 250 ₹11,00,000 | 140 ₹6,16,000 | 90 ₹3,96,000 | 290 ₹12,76,000 | 170 ₹7,48,000 | 150 ₹6,60,000 | 180 ₹7,92,000 | 250 ₹11,00,000 |
| 30.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 350 | M3 | 7,700 ₹26,95,000 | 7,000 ₹24,50,000 | 4,900 ₹17,15,000 Lowest | 5,200 ₹18,20,000 | 6,900 ₹24,15,000 | 5,200 ₹18,20,000 | 6,100 ₹21,35,000 | 6,800 ₹23,80,000 | 5,100 ₹17,85,000 | 5,500 ₹19,25,000 | 6,900 ₹24,15,000 | 5,099 ₹17,84,650 | 7,050 ₹24,67,500 | 5,400 ₹18,90,000 | 5,600 ₹19,60,000 | 7,000 ₹24,50,000 | 6,800 ₹23,80,000 | 5,200 ₹18,20,000 | 5,400 ₹18,90,000 | 7,000 ₹24,50,000 |
| 40.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 700 | M3 | 10,000 ₹70,00,000 | 8,500 ₹59,50,000 | 8,000 ₹56,00,000 | 7,200 ₹50,40,000 | 8,100 ₹56,70,000 | 7,200 ₹50,40,000 | 8,000 ₹56,00,000 | 8,800 ₹61,60,000 | 8,000 ₹56,00,000 | 6,450 ₹45,15,000 Lowest | 7,300 ₹51,10,000 | 7,349 ₹51,44,300 | 9,500 ₹66,50,000 | 7,500 ₹52,50,000 | 7,500 ₹52,50,000 | 7,900 ₹55,30,000 | 7,700 ₹53,90,000 | 7,200 ₹50,40,000 | 8,000 ₹56,00,000 | 10,000 ₹70,00,000 |
| 50.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 800 | M3 | 10,050 ₹80,40,000 | 8,500 ₹68,00,000 | 8,200 ₹65,60,000 | 7,400 ₹59,20,000 | 8,550 ₹68,40,000 | 7,400 ₹59,20,000 | 8,400 ₹67,20,000 | 9,000 ₹72,00,000 | 8,000 ₹64,00,000 | 6,550 ₹52,40,000 Lowest | 7,400 ₹59,20,000 | 7,950 ₹63,60,000 | 10,500 ₹84,00,000 | 7,800 ₹62,40,000 | 7,500 ₹60,00,000 | 8,000 ₹64,00,000 | 7,900 ₹63,20,000 | 7,500 ₹60,00,000 | 8,200 ₹65,60,000 | 11,000 ₹88,00,000 |
| 60.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 40 | M3 | 10,200 ₹4,08,000 | 9,000 ₹3,60,000 | 8,000 ₹3,20,000 | 2,500 ₹1,00,000 Lowest | 8,900 ₹3,56,000 | 2,500 ₹1,00,000 Lowest | 8,100 ₹3,24,000 | 7,800 ₹3,12,000 | 8,000 ₹3,20,000 | 8,000 ₹3,20,000 | 7,900 ₹3,16,000 | 7,699 ₹3,07,960 | 8,800 ₹3,52,000 | 7,500 ₹3,00,000 | 7,400 ₹2,96,000 | 8,000 ₹3,20,000 | 8,100 ₹3,24,000 | 7,000 ₹2,80,000 | 8,500 ₹3,40,000 | 11,000 ₹4,40,000 |
| 70.00 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/ 230mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | 2,000 | M3 | 7,500 ₹1,50,00,000 | 6,500 ₹1,30,00,000 | 5,600 ₹1,12,00,000 | 7,000 ₹1,40,00,000 | 7,500 ₹1,50,00,000 | 7,000 ₹1,40,00,000 | 6,500 ₹1,30,00,000 | 5,500 ₹1,10,00,000 | 7,200 ₹1,44,00,000 | 6,500 ₹1,30,00,000 | 7,600 ₹1,52,00,000 | 5,950 ₹1,19,00,000 | 7,500 ₹1,50,00,000 | 7,300 ₹1,46,00,000 | 5,900 ₹1,18,00,000 | 4,500 ₹90,00,000 Lowest | 7,200 ₹1,44,00,000 | 6,100 ₹1,22,00,000 | 8,600 ₹1,72,00,000 | 10,000 ₹2,00,00,000 |
| 80.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 90,000 | KG | 100 ₹90,00,000 | 90 ₹81,00,000 | 83 ₹74,70,000 | 69 ₹62,10,000 Lowest | 79 ₹71,10,000 | 71 ₹63,90,000 | 89 ₹80,10,000 | 88 ₹79,20,000 | 83 ₹74,70,000 | 85 ₹76,50,000 | 70 ₹63,00,000 | 72 ₹64,80,000 | 95.5 ₹85,95,000 | 83 ₹74,70,000 | 83 ₹74,70,000 | 90 ₹81,00,000 | 80 ₹72,00,000 | 76 ₹68,40,000 | 110 ₹99,00,000 | 90 ₹81,00,000 |
| 90.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,00,900 | KG | 100 ₹1,00,90,000 | 90 ₹90,81,000 | 83 ₹83,74,700 | 70 ₹70,63,000 Lowest | 80 ₹80,72,000 | 74 ₹74,66,600 | 89 ₹89,80,100 | 88 ₹88,79,200 | 83 ₹83,74,700 | 85 ₹85,76,500 | 75 ₹75,67,500 | 72.5 ₹73,15,250 | 95.5 ₹96,35,950 | 83 ₹83,74,700 | 83 ₹83,74,700 | 90 ₹90,81,000 | 80 ₹80,72,000 | 76 ₹76,68,400 | 111 ₹1,11,99,900 | 90 ₹90,81,000 |
| 100.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 5,000 | KG | 110 ₹5,50,000 | 120 ₹6,00,000 | 105 ₹5,25,000 | 88 ₹4,40,000 | 117 ₹5,85,000 | 88 ₹4,40,000 | 110 ₹5,50,000 | 120 ₹6,00,000 | 95 ₹4,75,000 | 85 ₹4,25,000 | 120 ₹6,00,000 | 91 ₹4,55,000 | 120.2 ₹6,01,000 | 100 ₹5,00,000 | 110 ₹5,50,000 | 100 ₹5,00,000 | 130 ₹6,50,000 | 60 ₹3,00,000 Lowest | 950 ₹47,50,000 | 130 ₹6,50,000 |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
14 Feb 2022, 11:00 amClosed
Kaveri Hazarika 9435703123
Numaligarh Refinery Limited
Construction of Boundary Wall for NREP at NRL
2022_NRL_670931_1
OC10000456/KAV
Open Tender
Miscellaneous Works
Works
180 days
Numaligarh Refinery Limited
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.7 L
Yes
2 Mar 2022
31 Jan 2022
15 Feb 2022
31 Jan 2022
14 Feb 2022
3 Feb 2022
Amount
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
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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): 6 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
Providing and laying autoclaved aerated cement blocks masonry with 150mm/ 230mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturer specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
Water Bound Macadam Subbase/ base WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
Providing, laying, spreading and compacting moorum as per specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, and compacting to the required density as per Technical Specification Clause .By Manual Means/Mechanical Means
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm dia
"Stone masonry work in cement mortar in foundation complete As per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble MasonryIn cement mortar 1:4"
Supply, fitting and fixing in position 975 mm dia concertina barbed tap made of roll steel tap, each coil of 52 circles, 182 coils and stretched to 7Rm having 11 mm x 0.50 mm thickness with closed and shap punched barbed at each of 25 mm and 8 nos. reinforce barbed tape all along the wall length and other detail as per manufactures specification and fixing and fitting in already existing structural post of plant boundary wall using GI Staples, J clips, U clips galvanised stringing bolts, binding using points, nib including area cleaning to facilitate the job making rolls and stacking at NRL Store yard complete as per instruction of E-I-C.
Providing unskilled manpower for various works
Providing Hydraulic Excavator (3D) with driver and fuel
Vibratory roller 8 to 10 T with driver and fuel
Hire and running charges of tipper with fuel & driver
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm Dia.
UCN CONSTRUCTION COMPANY PRIVATE LIMITED
Bodan Baruah
M/S AFCONS
S T ENTERPRISES
M/s M.A. Enterprise
M/S - khagen Kalita
LOHIT CHANDRA GOGOI
SHINE STAR PROJECT
M/s Dilip Dutta
Manoj Pareek
M/S. M.P. AGARWALLA
M/s Moni Ram Sahu
P K CONSTRUCTION
M/S PRABESH BARMAN
M/s SCS ENTERPRISE
M/s Nipul Kr. Borthakur
MS GLOBE INDIA ENTERPRISE
Sri Jiban Chutia
Emkay Trading Co.
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