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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 CrAdmitted-Finance | ₹13.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.3 Cr+₹79.6 L (5.88%)Admitted-Finance | ₹14.3 Cr+₹79.6 L (5.88%) | L2 | Admitted-Finance |
| 3 | L3₹14.8 Cr+₹1.3 Cr (9.30%)Admitted-Finance H NO 50 GANDHIBASTI ROAD NATUN SARANIA PO CHANDMARI PS CHANDMARI KAMRUP M | KAMRUP | ASSAM | 781030 | ₹14.8 Cr+₹1.3 Cr (9.30%) | L3 | Admitted-Finance |
| 4 | L4₹16.4 Cr+₹2.9 Cr (21.1%)Admitted-Finance | ₹16.4 Cr+₹2.9 Cr (21.1%) | L4 | Admitted-Finance |
| 5 | L5₹18.6 Cr+₹5.1 Cr (37.4%)Admitted-Finance 44 TARUN NAGAR GUWAHATI P O CHRISTIAN BASTI P S BHANGAGARH KAMRUP METRO PIN 781005 | KAMRUP METRO | ASSAM | 781005 | ₹18.6 Cr+₹5.1 Cr (37.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VERSHA TECHNOTRADE PVT LTD L5 | M/S ELITE AGENCY L3 | M/S P.A. ENTERPRISE L4 | HTE INFRA LLP L2 | SRI PRANAB KUMAR DAS L1 |
|---|---|---|---|---|---|---|---|---|
| 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 | 1,252.78 | Cum | 1,000 ₹12,52,780 | 300 ₹3,75,834 | 450 ₹5,63,751 | 290 ₹3,63,306.2 | 240 ₹3,00,667.2 Lowest |
| 2.00 | 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-incharge.
All kinds of soil | 4,082.07 | Cum | 1,000 ₹40,82,070 | 250 ₹10,20,517.5 | 550 ₹22,45,138.5 | 200 ₹8,16,414 | 170 ₹6,93,951.9 Lowest |
| 3.00 | 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. | 7,187.64 | Cum | 600 ₹43,12,585.8 | 300 ₹21,56,292.9 | 400 ₹28,75,057.2 | 50 ₹3,59,382.15 Lowest | 220 ₹15,81,281.46 |
| 4.00 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 1,545 | Ltr. | 205 ₹3,16,725 | 200 ₹3,09,000 | 450 ₹6,95,250 | 100 ₹1,54,500 Lowest | 165 ₹2,54,925 |
| 5.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentratio | 675 | Metre | 35 ₹23,625 | 30 ₹20,250 | 50 ₹33,750 | 100 ₹67,500 | 28 ₹18,900 Lowest |
| 6.00 | CEMENT CONCRETE (CAST IN SITU) 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 173.62 | Cum | 5,698 ₹9,89,286.76 Lowest | 6,500 ₹11,28,530 | 6,000 ₹10,41,720 | 6,900 ₹11,97,978 | 5,970 ₹10,36,511.4 |
| 7.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 55.12 | Sqm. | 470 ₹25,908.75 | 500 ₹27,562.5 | 650 ₹35,831.25 | 1,000 ₹55,125 | 390 ₹21,498.75 Lowest |
| 8.00 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 123.46 | Sqm. | 690 ₹85,187.4 | 600 ₹74,076 | 750 ₹92,595 | 1,000 ₹1,23,460 | 590 ₹72,841.4 Lowest |
| 9.00 | 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) | 343.08 | Cum | 12,000 ₹41,16,960 | 8,000 ₹27,44,640 | 9,000 ₹30,87,720 | 10,000 ₹34,30,800 | 7,310 ₹25,07,914.8 Lowest |
| 10.00 | 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) | 1,527.09 | Cum | 12,000 ₹1,83,25,080 | 9,500 ₹1,45,07,355 | 10,500 ₹1,60,34,445 | 9,200 ₹1,40,49,228 | 8,900 ₹1,35,91,101 Lowest |
Tender Value
₹15.9 Cr
EMD Value
₹31.8 L
Closing Date
25 Sept 2025, 1:00 pmClosed
CE, PWD(Bldg), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Construction of Judicial Officers Quarter at Kalibari, Tezpur
2025_PWBNH_47292_1
CE/TB-II(Bldg.)/56/2025/04 Dated Guwahati the, 29th August., 2025
Open Tender
Civil Works - Building
Item Rate
730 days
Tezpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹20,000
₹31.8 L
Yes
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
8 Jan 2026
4 Sept 2025
25 Sept 2025
4 Sept 2025
25 Sept 2025
11 Sept 2025
10 Sept 2025
| 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 | Cum | - | - |
| 2 | 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-incharge.
All kinds of soil | - | Cum | - | - |
| 3 | 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. | 0.2 | Cum | - | - |
| 4 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | Ltr. | - | - |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentratio | - | Metre | - | - |
| 6 | CEMENT CONCRETE (CAST IN SITU) 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | - | Sqm. | - | - |
| 8 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | Sqm. | - | - |
| 9 | 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) | 1 | Cum | - | - |
| 10 | 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) | 1 | Cum | - | - |
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