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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹72.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹73.2 L+₹65,981.22 (0.91%)Admitted-Fee/PreQual/Technical/Finance | ₹73.2 L+₹65,981.22 (0.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹73.5 L+₹92,386.07 (1.27%)Admitted-Fee/PreQual/Technical/Finance | ₹73.5 L+₹92,386.07 (1.27%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹74.8 L+₹2.2 L (3.05%)Admitted-Fee/PreQual/Technical/Finance | ₹74.8 L+₹2.2 L (3.05%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹75.9 L+₹3.3 L (4.58%)Admitted-Fee/PreQual/Technical/Finance PUTHIYAVILA PUTHEN VEEDU MATHURAPPA THADICADU PO | ₹75.9 L+₹3.3 L (4.58%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SATHYARAJAN K L1 | BINUKUMAR N L9 | m/s Chandra Mohanan Pillai B L2 | MANI J, CONTRACTOR L5 | P K ASOKAN L10 | Nikhil S L4 | KOTTIYAM INFRASTRUCTURE DEVELOPERS AND LABOUR CONTRACT CO OPERATIVE SOCIETY LTD Q 1754 L7 | RAFEEK L3 | adilmohammed L8 | TRIVANDRUM CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix-A: Building Proper | |||||||||||||
| 1.00 | 2.8.1: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 up to 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 | 76.96 | cum | 321.05 ₹24,706.72 Lowest | 346.41 ₹26,658.33 | 323 ₹24,856.79 | 335.51 ₹25,819.51 | 357.71 ₹27,527.93 | 350 ₹26,934.6 | 341 ₹26,242 | 326.33 ₹25,113.05 | 343.53 ₹26,436.69 | 366 ₹28,165.9 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 35.45 | cum | 7,080.1 ₹2,50,989.55 Lowest | 7,639.37 ₹2,70,815.67 | 7,139 ₹2,53,077.55 | 7,399.01 ₹2,62,294.9 | 7,888.47 ₹2,79,646.26 | 7,400 ₹2,62,330 | 7,774 ₹2,75,588.3 | 7,210 ₹2,55,594.5 | 7,575.91 ₹2,68,566.01 | 8,109 ₹2,87,464.05 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.43 | cum | 8,243.1 ₹20,047.22 | 8,894.24 ₹21,630.79 | 8,312 ₹20,214.78 | 8,614.39 ₹20,950.2 | 9,184.25 ₹22,336.1 | 9,000 ₹21,888 | 8,958 ₹21,785.86 | 7,900 ₹19,212.8 Lowest | 8,820.35 ₹21,451.09 | 8,092 ₹19,679.74 |
| 1.00 | OD262800/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and
packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per
direction of Departmental officers at site (as per CTE approved OD - April 2023) | 62.03 | cum | 4,562.28 ₹2,82,989.1 | 4,922.66 ₹3,05,342.75 | 4,600 ₹2,85,328.8 | 4,767.78 ₹2,95,735.86 | 5,083.17 ₹3,15,298.87 | 4,600 ₹2,85,328.8 | 4,907 ₹3,04,371.4 | 4,650 ₹2,88,430.2 | 4,881.77 ₹3,02,806.43 | 4,100 ₹2,54,314.8 Lowest |
| 1.00 | OD263443/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 25.09 | cum | 6,625.44 ₹1,66,199.16 Lowest | 7,148.8 ₹1,79,327.65 | 6,681 ₹1,67,592.89 | 6,923.87 ₹1,73,685.28 | 7,381.9 ₹1,85,174.96 | 6,800 ₹1,70,578 | 7,051 ₹1,76,874.34 | 6,750 ₹1,69,323.75 | 7,089.41 ₹1,77,837.85 | 10,000 ₹2,50,850 |
| 1.01 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.54 | cum | 9,361.21 ₹1,17,398.93 | 10,100.69 ₹1,26,672.75 | 9,439 ₹1,18,374.5 | 9,782.88 ₹1,22,687.1 | 10,430.03 ₹1,30,803.01 | 10,000 ₹1,25,410 | 9,963 ₹1,24,945.98 | 9,900 ₹1,24,155.9 | 10,016.78 ₹1,25,620.44 | 9,189 ₹1,15,239.25 Lowest |
| 1.01 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.62 | cum | 11,399.17 ₹29,911.42 | 12,299.61 ₹32,274.18 | 11,495 ₹30,162.88 | 11,912.61 ₹31,258.69 | 12,650.94 ₹33,196.07 | 12,000 ₹31,488 | 11,750 ₹30,832 | 11,500 ₹30,176 | 12,197.43 ₹32,006.06 | 11,189 ₹29,359.94 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,057.69 | kilogram | 100.34 ₹1,06,129.12 Lowest | 108.27 ₹1,14,516.64 | 101 ₹1,06,827.2 | 104.86 ₹1,10,909.9 | 111.8 ₹1,18,250.3 | 105 ₹1,11,057.98 | 104 ₹1,10,000.28 | 102 ₹1,07,884.89 | 107.37 ₹1,13,564.71 | 114 ₹1,20,577.23 |
| 1.01 | OD273254/2025-2026:Providing and laying in position machine batched and machine mixed design mix M30 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/ m3. Excess or less cement used as per design mix is not
payable or recoverable separately.All work above plinth level upto floor V level | 57.81 | cum | 11,613.94 ₹6,71,448.33 | 12,531.35 ₹7,24,487.47 | 11,711 ₹6,77,059.75 | 12,137.06 ₹7,01,691.99 | 12,939.95 ₹7,48,110.27 | 12,000 ₹6,93,768 | 12,310 ₹7,11,690.34 | 11,827 ₹6,83,766.18 | 12,427.24 ₹7,18,468.45 | 11,000 ₹6,35,954 Lowest |
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 5:00 pmClosed
Executive Engineer
O/o Office of the Executive Engineer, Buildings Division Kollam
GENERAL BW 25 26 Construction of New Building for Govt Veterinary Hospital Anchalwork General Civil Work
2026_PWD_867047_1
PWD/BLDG/TR/13159/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Anchal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A: Building Proper | |||||
| 1.001 | 2.8.1: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 up to 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 | 0.4 | cum | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | OD262800/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and
packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per
direction of Departmental officers at site (as per CTE approved OD - April 2023) | 0.2 | cum | - | - |
| 1.005 | OD263443/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.006 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 1.009 | OD273254/2025-2026:Providing and laying in position machine batched and machine mixed design mix M30 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/ m3. Excess or less cement used as per design mix is not
payable or recoverable separately.All work above plinth level upto floor V level | - | cum | - | - |
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