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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹32,704.30 (0.19%)Admitted-Finance | ₹1.7 Cr+₹32,704.30 (0.19%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹83,519.90 (0.49%)Admitted-Finance | ₹1.7 Cr+₹83,519.90 (0.49%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹4.4 L (2.61%)Admitted-Finance | ₹1.7 Cr+₹4.4 L (2.61%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹4.5 L (2.66%)Admitted-Finance | ₹1.7 Cr+₹4.5 L (2.66%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BIKASH ENTERPRISES L10 | M/s M.A. Enterprise L8 | PADUM GOGOI L16 | SHINE STAR PROJECT L29 | Tirupati Construction Co L19 | M/s Ramjan Ali L30 | Bodan Baruah L25 | D B CONSTRUCTION L12 | M/s Dipak Kumar Deka L26 | SBS SINGH & SONS L6 | Mahesh Kr Agarwalla L20 | M/s J.R. Construction and Engineering L24 | M/S PRABESH BARMAN L22 | SAMIM AKHTER CHOUDHURY L7 | M/s P K Construction L27 | GOBINDAM TRADING L4 | PKM ERECTORS PVT LTD L14 | M/S TAYAB ALI L23 | M/S JYOTI CONSTRO COMMERCIALS L9 | BUILDRITE CONSTRUCTION L17 | HITENDRA KUMAR BARAH L21 | INDRA GOGOI L18 | CONSTRUCTURES L1 | Lohit Construction Pvt Ltd L15 | S T ENTERPRISES L28 | Tanishk Energy Private Limited L13 | RAJIB LOHIA L3 | SRI RAJIB MOHAN DAS L2 | shivam sharma L5 | SANJIB KRISHNA DEVA GOSWAMI L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 10.00 | 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. | 7,000 | Sqm | 50 ₹3,50,000 | 22 ₹1,54,000 | 15 ₹1,05,000 | 165 ₹11,55,000 | 14 ₹98,000 | 125 ₹8,75,000 | 10 ₹70,000 | 6.5 ₹45,500 | 45 ₹3,15,000 | 80 ₹5,60,000 | 10 ₹70,000 | 10 ₹70,000 | 9 ₹63,000 | 7 ₹49,000 | 180 ₹12,60,000 | 15 ₹1,05,000 | 21.8 ₹1,52,600 | 5.5 ₹38,500 | 13.13 ₹91,919.1 | 15 ₹1,05,000 | 256 ₹17,92,000 | 125 ₹8,75,000 | 8 ₹56,000 | 13.05 ₹91,350 | 17 ₹1,19,000 | 5 ₹35,000 Lowest | 13 ₹91,000 | 10 ₹70,000 | 14.5 ₹1,01,500 | 10 ₹70,000 |
| 20.00 | 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 | 390 | Cum | 220 ₹85,800 | 250 ₹97,500 | 208 ₹81,120 | 190 ₹74,100 | 260 ₹1,01,400 | 289 ₹1,12,710 | 350 ₹1,36,500 | 170 ₹66,300 | 292 ₹1,13,880 | 180 ₹70,200 | 275 ₹1,07,250 | 300 ₹1,17,000 | 250 ₹97,500 | 180 ₹70,200 | 320 ₹1,24,800 | 206 ₹80,340 | 272.5 ₹1,06,275 | 280 ₹1,09,200 | 96.87 ₹37,779.61 Lowest | 370 ₹1,44,300 | 268 ₹1,04,520 | 350 ₹1,36,500 | 165 ₹64,350 | 258.17 ₹1,00,686.3 | 250 ₹97,500 | 100 ₹39,000 | 177 ₹69,030 | 220 ₹85,800 | 205.45 ₹80,125.5 | 150 ₹58,500 |
| 30.00 | 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. | 143.67 | Cum | 300 ₹43,101 | 100 ₹14,367 Lowest | 260 ₹37,354.2 | 150 ₹21,550.5 | 100 ₹14,367 Lowest | 250 ₹35,917.5 | 210 ₹30,170.7 | 130 ₹18,677.1 | 248 ₹35,630.16 | 155 ₹22,268.85 | 175 ₹25,142.25 | 200 ₹28,734 | 450 ₹64,651.5 | 160 ₹22,987.2 | 240 ₹34,480.8 | 255 ₹36,635.85 | 294.3 ₹42,282.08 | 235 ₹33,762.45 | 300 ₹43,101 | 315 ₹45,256.05 | 155 ₹22,268.85 | 280 ₹40,227.6 | 250 ₹35,917.5 | 228.56 ₹32,837.22 | 300 ₹43,101 | 200 ₹28,734 | 220 ₹31,607.4 | 140 ₹20,113.8 | 253.95 ₹36,485 | 210 ₹30,170.7 |
| 40.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 13,630 | Cum | 450 ₹61,33,500 | 383 ₹52,20,290 | 400 ₹54,52,000 | 900 ₹1,22,67,000 | 500 ₹68,15,000 | 850 ₹1,15,85,500 | 750 ₹1,02,22,500 | 400 ₹54,52,000 | 480 ₹65,42,400 | 450 ₹61,33,500 | 400 ₹54,52,000 | 495 ₹67,46,850 | 450 ₹61,33,500 | 300 ₹40,89,000 | 410 ₹55,88,300 | 280 ₹38,16,400 Lowest | 335 ₹45,66,050 | 380 ₹51,79,400 | 334 ₹45,52,420 | 420 ₹57,24,600 | 453.23 ₹61,77,524.9 | 420 ₹57,24,600 | 340 ₹46,34,200 | 331.78 ₹45,22,161.4 | 600 ₹81,78,000 | 500 ₹68,15,000 | 317 ₹43,20,710 | 360 ₹49,06,800 | 550 ₹74,96,500 | 280 ₹38,16,400 Lowest |
| 50.00 | Granular Sub-base with Close Graded Material (Table:- 400-1)
By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (for grading-III Material) | 1,320 | Cum | 2,800 ₹36,96,000 | 2,500 ₹33,00,000 | 2,500 ₹33,00,000 | 2,600 ₹34,32,000 | 2,500 ₹33,00,000 | 3,500 ₹46,20,000 | 1,900 ₹25,08,000 | 2,400 ₹31,68,000 | 3,590 ₹47,38,800 | 2,700 ₹35,64,000 | 2,700 ₹35,64,000 | 3,600 ₹47,52,000 | 3,100 ₹40,92,000 | 3,200 ₹42,24,000 | 3,500 ₹46,20,000 | 2,025 ₹26,73,000 | 3,100 ₹40,92,000 | 3,000 ₹39,60,000 | 3,020 ₹39,86,400 | 3,000 ₹39,60,000 | 1,850.23 ₹24,42,303.6 | 420 ₹5,54,400 Lowest | 2,700 ₹35,64,000 | 3,444.6 ₹45,46,872 | 3,500 ₹46,20,000 | 3,700 ₹48,84,000 | 2,286 ₹30,17,520 | 1,400 ₹18,48,000 | 1,100 ₹14,52,000 | 3,000 ₹39,60,000 |
| 60.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ). Grading- III Using Screening Crushable type such as Moorum or Gravel | 155 | Cum | 3,000 ₹4,65,000 | 3,000 ₹4,65,000 | 2,750 ₹4,26,250 | 2,600 ₹4,03,000 | 4,500 ₹6,97,500 | 3,000 ₹4,65,000 | 3,000 ₹4,65,000 | 3,000 ₹4,65,000 | 4,300 ₹6,66,500 | 2,400 ₹3,72,000 | 4,221 ₹6,54,255 | 5,200 ₹8,06,000 | 7,000 ₹10,85,000 | 4,100 ₹6,35,500 | 3,500 ₹5,42,500 | 2,990 ₹4,63,450 | 4,900 ₹7,59,500 | 2,340 ₹3,62,700 | 3,600 ₹5,58,000 | 3,500 ₹5,42,500 | 2,450.23 ₹3,79,785.65 | 520 ₹80,600 Lowest | 3,300 ₹5,11,500 | 4,891.5 ₹7,58,182.5 | 3,485 ₹5,40,175 | 3,700 ₹5,73,500 | 2,230 ₹3,45,650 | 2,800 ₹4,34,000 | 2,000 ₹3,10,000 | 4,300 ₹6,66,500 |
| 70.00 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 140 | ltr | 250 ₹35,000 | 420 ₹58,800 | 450 ₹63,000 | 2,800 ₹3,92,000 | 250 ₹35,000 | 750 ₹1,05,000 | 850 ₹1,19,000 | 1,000 ₹1,40,000 | 145 ₹20,300 | 700 ₹98,000 | 215 ₹30,100 | 1,200 ₹1,68,000 | 300 ₹42,000 | 215.25 ₹30,135 | 140 ₹19,600 | 475 ₹66,500 | 196.2 ₹27,468 | 88 ₹12,320 Lowest | 181.89 ₹25,464.08 | 200 ₹28,000 | 420.23 ₹58,832.2 | 200 ₹28,000 | 170 ₹23,800 | 180.81 ₹25,313.4 | 350 ₹49,000 | 200 ₹28,000 | 177 ₹24,780 | 260 ₹36,400 | 200.9 ₹28,126 | 220 ₹30,800 |
| 80.00 | 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 : 6 graded stone aggregate 20 mm nominal size). | 62 | Cum | 5,500 ₹3,41,000 | 6,000 ₹3,72,000 | 6,833.4 ₹4,23,670.8 | 6,000 ₹3,72,000 | 6,700 ₹4,15,400 | 7,500 ₹4,65,000 | 6,000 ₹3,72,000 | 7,000 ₹4,34,000 | 7,500 ₹4,65,000 | 6,400 ₹3,96,800 | 7,321 ₹4,53,902 | 6,000 ₹3,72,000 | 10,000 ₹6,20,000 | 6,500 ₹4,03,000 | 8,200 ₹5,08,400 | 7,800 ₹4,83,600 | 6,431 ₹3,98,722 | 8,000 ₹4,96,000 | 6,188 ₹3,83,656 | 7,200 ₹4,46,400 | 5,680.23 ₹3,52,174.26 | 7,800 ₹4,83,600 | 5,800 ₹3,59,600 | 6,150.06 ₹3,81,303.72 | 8,500 ₹5,27,000 | 6,000 ₹3,72,000 | 5,877 ₹3,64,374 | 5,200 ₹3,22,400 | 4,000 ₹2,48,000 Lowest | 6,500 ₹4,03,000 |
| 90.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete. All works upto plinth level . Concrete of M25 grade with minimum cement content of 330 kg /cum. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 61.96 | Cum | 7,500 ₹4,64,700 | 9,000 ₹5,57,640 | 8,000 ₹4,95,680 | 9,500 ₹5,88,620 | 8,650 ₹5,35,954 | 11,500 ₹7,12,540 | 9,000 ₹5,57,640 | 9,000 ₹5,57,640 | 10,580 ₹6,55,536.8 | 7,900 ₹4,89,484 | 8,758 ₹5,42,645.68 | 10,000 ₹6,19,600 | 11,500 ₹7,12,540 | 7,300 ₹4,52,308 | 9,250 ₹5,73,130 | 7,500 ₹4,64,700 | 7,085 ₹4,38,986.6 | 9,600 ₹5,94,816 | 8,000 ₹4,95,680 | 8,400 ₹5,20,464 | 8,500 ₹5,26,660 | 9,500 ₹5,88,620 | 8,000 ₹4,95,680 | 8,814.38 ₹5,46,138.98 | 10,500 ₹6,50,580 | 7,000 ₹4,33,720 | 8,600 ₹5,32,856 | 7,800 ₹4,83,288 | 5,500 ₹3,40,780 Lowest | 8,000 ₹4,95,680 |
| 100.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete. All works upto plinth level . Concrete of M25 grade with minimum cement content of 330 kg /cum. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 108 | Cum | 7,500 ₹8,10,000 | 9,200 ₹9,93,600 | 8,000 ₹8,64,000 | 9,500 ₹10,26,000 | 8,150 ₹8,80,200 | 11,500 ₹12,42,000 | 9,100 ₹9,82,800 | 10,000 ₹10,80,000 | 11,500 ₹12,42,000 | 7,850 ₹8,47,800 | 9,750 ₹10,53,000 | 10,000 ₹10,80,000 | 11,000 ₹11,88,000 | 8,400 ₹9,07,200 | 9,250 ₹9,99,000 | 7,500 ₹8,10,000 | 9,895 ₹10,68,660 | 9,800 ₹10,58,400 | 8,000 ₹8,64,000 | 9,500 ₹10,26,000 | 8,500 ₹9,18,000 | 10,500 ₹11,34,000 | 6,750 ₹7,29,000 | 8,437.68 ₹9,11,269.44 | 10,500 ₹11,34,000 | 7,000 ₹7,56,000 | 7,400 ₹7,99,200 | 8,200 ₹8,85,600 | 5,500 ₹5,94,000 Lowest | 9,200 ₹9,93,600 |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
27 Apr 2023, 11:00 amClosed
Samiran Gogoi 9435152833
Numaligarh Refinery Limited
Works of Earth Filling, Site Grading and Construction of Boundary Wall at 5 Bighas (6689 Sq.mtrs) of NRLs Leased Land(AIDC) at Bonda, Narengi, Guwahati
2023_NRL_749039_1
OC31000238/SAM
Open Tender
Miscellaneous Works
Works
240 days
Numaligarh Refinery Limited
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4.5 L
Yes
Marketing Office, NRL, Guwahati
30 Aug 2023
13 Apr 2023
28 Apr 2023
13 Apr 2023
27 Apr 2023
13 Apr 2023
21 Apr 2023
Amount
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.
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.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (for grading-III Material)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ). Grading- III Using Screening Crushable type such as Moorum or Gravel
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
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 : 6 graded stone aggregate 20 mm nominal size).
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete. All works upto plinth level . Concrete of M25 grade with minimum cement content of 330 kg /cum. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete. All works upto plinth level . Concrete of M25 grade with minimum cement content of 330 kg /cum. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
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
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, Beams, Plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
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
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
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)
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
SRI RAJIB MOHAN DAS
RAJIB LOHIA
GOBINDAM TRADING
shivam sharma
SBS SINGH & SONS
SAMIM AKHTER CHOUDHURY
M/s M.A. Enterprise
M/S JYOTI CONSTRO COMMERCIALS
BIKASH ENTERPRISES
SANJIB KRISHNA DEVA GOSWAMI
D B CONSTRUCTION
Tanishk Energy Private Limited
PKM ERECTORS PVT LTD
Lohit Construction Pvt Ltd
PADUM GOGOI
BUILDRITE CONSTRUCTION
INDRA GOGOI
Tirupati Construction Co
Mahesh Kr Agarwalla
HITENDRA KUMAR BARAH
M/S PRABESH BARMAN
M/S TAYAB ALI
M/s J.R. Construction and Engineering
Bodan Baruah
M/s Dipak Kumar Deka
M/s P K Construction
S T ENTERPRISES
SHINE STAR PROJECT
M/s Ramjan Ali
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