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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance BOKAKHAT W NO 3 PO BOKAKHAT PS BOKAKHAT GOLAGHAT 785612 ASSAM | GOLAGHAT | ASSAM | 785612 | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 CrAdmitted-Finance D C COLONY DIPHU KARBI ANGLONG ASSAM | DIPHU | KARBI ANGLONG | ASSAM | ₹2.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.0 CrAdmitted-Finance DHARAMNALLA DIPHU KARBI ANGLONG ASSAM | KARBI ANGLONG | ASSAM | 782136 | ₹3.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.0 CrAdmitted-Finance H NO 02 KRISHNA NAGAR DHOPOLIA JYOTIKUCHI GUWAHATI 40 ASSAM | ₹3.0 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI PRADIP KAR L4 | KHAGENDRA NATH SARKAR L5 | M/S S N ENTERPRISES L3 | DHANUKA CONSTRUCTION L1 | JOHN MILLIK L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,017.08 | Cum | 305 ₹3.1 L | 305 ₹3.1 L | 274.05 ₹2.8 L | 270 ₹2.7 L | 280 ₹2.8 L |
| 2.00 | Providing soiling in foundation and under floor at all levels etc.
Brick on flat soiling | 605.03 | Sqm | 537 ₹3.2 L | 537 ₹3.2 L | 738.22 ₹4.5 L | 475 ₹2.9 L | 500 ₹3.0 L |
| 3.00 | 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) | 79.5 | Cum | 7,260 ₹5.8 L | 7,260 ₹5.8 L | 5,852.13 ₹4.7 L | 6,424 ₹5.1 L | 6,800 ₹5.4 L |
| 4.00 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) ) | 48.58 | Cum | 6,178 ₹3.0 L | 6,178 ₹3.0 L | 4,979.21 ₹2.4 L | 5,467 ₹2.7 L | 5,800 ₹2.8 L |
| 5.00 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 339.35 | Cum | 8,886 ₹30.2 L | 8,886 ₹30.2 L | 7,163.11 ₹24.3 L | 7,864.43 ₹26.7 L | 8,400 ₹28.5 L |
| 6.00 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) | 239.66 | Cum | 10,821 ₹25.9 L | 10,821 ₹25.9 L | 8,722.48 ₹20.9 L | 9,576 ₹22.9 L | 10,200 ₹24.4 L |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal
Foundations, footings, bases of columns, etc. for mass concrete | 1,545.34 | Sqm | 327 ₹5.1 L | 327 ₹5.1 L | 262.91 ₹4.1 L | 289 ₹4.5 L | 300 ₹4.6 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 2,502.92 | Sqm | 646 ₹16.2 L | 646 ₹16.2 L | 520.69 ₹13.0 L | 572 ₹14.3 L | 600 ₹15.0 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal
Columns, Pillars, Piers, Abutments, Posts and Struts | 1,903.17 | Sqm | 854 ₹16.3 L | 854 ₹16.3 L | 688.55 ₹13.1 L | 756 ₹14.4 L | 800 ₹15.2 L |
| 10.00 | Vertical and Horizotal fins individuaaly or formimg box louvers
Band, facias and eaves boards | 10.26 | Sqm | 1,169 ₹11,993.94 | 1,168.29 ₹11,986.66 | 913.53 ₹9,372.82 | 1,034 ₹10,608.84 | 1,101.26 ₹11,298.93 |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
23 Mar 2026, 2:00 pmClosed
CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
Construction of Boundary Walls at Govt. Model Degree College at Deithor, Karbi Anglong
2026_PWBNH_51915_1
Tech-I(H_E)/06/2026/5 Dated Guwahati the 10th March, 2026
Open Tender
Civil Works - Building
240 days
Deithor
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,000
₹5.9 L
Yes
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
14 May 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
16 Mar 2026
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 soiling in foundation and under floor at all levels etc. Brick on flat soiling
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)
1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) )
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal Columns, Pillars, Piers, Abutments, Posts and Struts
Vertical and Horizotal fins individuaaly or formimg box louvers Band, facias and eaves boards
Suspended floors, roofs , landings, balconies and access
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Raised and cut pointing
12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand)
Applying one coat of water thinnable cement and manufacture on wall surface Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade sopecification New work (Two of more coats applied @ 3.84 kg/10 sqm
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
Painting Steel work with Deluxe Multi Surface to give an evem shade. Two or more coat applied @ 0.90 ltr/10 sq.m over an under coat of primer applied @ 0.80 ltr/10 sq.m of approved brand and manufacture
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing concertina coil fencing with punched tape concertina coil 6200 mm dia 10 metre openable length (total Length 90m), having 50 no.s of 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 165kg/ 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 seperately)
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