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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance MALIKUCHI P O BIDYAPUR P S NALBARI DIST NALBARI ASSAM PIN 781335 | NALBARI | ASSAM | 781335 | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹1,000 (<0.01%)Admitted-Finance M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹3.1 Cr+₹1,000 (<0.01%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Rejected at pre technical evaluation |
| 4 | Not Admitted-Fee/PreQual/Technical HOUSE NO 47 HIRANYA MEDHI MEDHI BROTHERS HENGERABARI KAMRUP ASSAM 781036 | KAMRUP METRO | ASSAM | 781036 | - | - | Not Admitted-Fee/PreQual/Technical Others-rejected at pre technical evaluation |
| 5 | Rejected-Technical CHIRANG PIN 783380 | BONGAIGAON | ASSAM | 783380 | - | - | Rejected-Technical Technically not responsive |
| Sl No | Description | Qty | Unit | Sri Anjan Deka L1 | Sri Dhrubajyoti Kakati 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 | 1,035.42 | cum | 270 ₹2,79,563.4 Lowest | 270 ₹2,79,563.4 Lowest |
| 2.00 | 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. | 100.22 | cum | 250 ₹25,055 Lowest | 250 ₹25,055 Lowest |
| 3.00 | 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 20 mm nominal size) | 110.03 | cum | 7,500 ₹8,25,225 Lowest | 7,500 ₹8,25,225 Lowest |
| 4.00 | 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 cementcontent of 330 kg /cum | 59.12 | cum | 8,500 ₹5,02,520 Lowest | 8,500 ₹5,02,520 Lowest |
| 5.00 | All works above plinth level to all level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 24.58 | cum | 10,500 ₹2,58,090 Lowest | 10,500 ₹2,58,090 Lowest |
| 6.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 29.34 | sqm | 480 ₹14,083.2 Lowest | 480 ₹14,083.2 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 171.16 | sqm | 300 ₹51,348 Lowest | 300 ₹51,348 Lowest |
| 8.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 303.68 | sqm | 600 ₹1,82,208 Lowest | 600 ₹1,82,208 Lowest |
| 9.00 | Suspended floors, roofs, landings, balconies and access platform | 70.76 | sqm | 766.55 ₹54,241.08 Lowest | 766.55 ₹54,241.08 Lowest |
| 10.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 157.6 | sqm | 804.25 ₹1,26,749.8 Lowest | 804.25 ₹1,26,749.8 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
9 Jul 2026, 2:00 pmClosed
O/O The Chief Engineer,TC,DoHUA
O/O The Chief Engineer,TC,DoHUA
Construction of Urban Forest cum Public Park in Nalbari under UIDF
2026_DHUA_52854_1
CE/H and UA/CS-135/25-26/02
Open Tender
Civil Works
Item Rate
365 days
Nalbari
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,200
₹6.2 L
Yes
18 Sept 2026
24 Jun 2026
10 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1,035.42 | cum | 286.85 | ₹2,97,010.23 |
| 2 | 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. | 1 | cum | 253.95 | ₹253.7 |
| 3 | 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 20 mm nominal size) | - | cum | 6,833.4 | - |
| 4 | 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 cementcontent of 330 kg /cum | 59.12 | cum | 7,997.3 | ₹4,72,800.38 |
| 5 | All works above plinth level to all level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 1 | cum | 10,080.15 | ₹10,070.07 |
| 6 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 29.34 | sqm | 370.85 | ₹10,880.74 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 1 | sqm | 307.95 | ₹307.64 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | 608.35 | - |
| 9 | Suspended floors, roofs, landings, balconies and access platform | - | sqm | 766.55 | - |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | 804.25 | ₹803.45 |
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