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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.1 LAdmitted-Technical | L1 | Admitted-Technical Technically qualified | |
| 2 | L2₹73.3 L+₹2.2 L (3.08%)Rejected-Technical | L2 | Rejected-Technical Technically qualified it is rejected being L3 | |
| 3 | L2₹73.3 L+₹2.2 L (3.08%)Rejected-Technical RAMAPURAM LANE MUKKOLA THIRUVANANTHAPURAM 695044 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695044 | L2 | Rejected-Technical Technically qualified it is rejected being L2 | |
| 4 | L3₹73.7 L+₹2.5 L (3.58%)Rejected-Technical | L3 | Rejected-Technical Technically qualified it is rejected being L4 | |
| 5 | L4₹79.1 L+₹8.0 L (11.3%)Rejected-Technical KUNNUMPURATHUVEDDU EDANJUMMOOLA SASTHAVATTOM P O TRIVANDRUM 695305 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695305 | L4 | Rejected-Technical Technically qualified it is rejected being L5 |
| Sl No | Description | Qty | Unit | R SURESH KUMAR L2 | BINUKUMAR N L2 | KUNNUMPURAM CONSTRUCTIONS AND CONTRACTORS L4 | ADARSH ASOK L1 | DHANUSH PRADEEP L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00New Block | ||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 300 | sqm | 8.29 ₹2,487 | 8.29 ₹2,487 | 17 ₹5,100 | 8.05 ₹2,415 Lowest | 100 ₹30,000 |
| 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 | 326.97 | cum | 321.39 ₹1,05,084.25 | 321.39 ₹1,05,084.25 | 336 ₹1,09,861.25 | 312.19 ₹1,02,076.14 Lowest | 400 ₹1,30,787.2 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 54.87 | cum | 117.05 ₹6,422.88 | 117.05 ₹6,422.88 | 120 ₹6,584.76 | 113.71 ₹6,239.61 Lowest | 300 ₹16,461.9 |
| 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) | 20.68 | cum | 7,087.42 ₹1,46,546.58 | 7,087.42 ₹1,46,546.58 | 7,700 ₹1,59,212.9 | 6,884.69 ₹1,42,354.74 | 6,000 ₹1,24,062 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 164.99 | cum | 284.53 ₹46,943.47 | 284.53 ₹46,943.47 | 292 ₹48,175.91 | 276.39 ₹45,600.48 Lowest | 350 ₹57,745.1 |
| 1.01 | OD36379/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately.All work upto plinth level | 131.04 | cum | 9,803.94 ₹12,84,757.32 | 9,803.94 ₹12,84,757.32 | 11,438 ₹14,98,892.71 | 9,523.5 ₹12,48,007.06 Lowest | 10,300 ₹13,49,763.5 |
| 1.01 | OD36378/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately.All work above plinth level upto floor V level | 99.53 | cum | 11,623.75 ₹11,56,911.84 | 11,623.75 ₹11,56,911.84 | 11,571 ₹11,51,661.63 | 11,291.27 ₹11,23,820.1 | 10,300 ₹10,25,159 Lowest |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 9.52 | cum | 9,907.87 ₹94,342.74 | 9,907.87 ₹94,342.74 | 10,673 ₹1,01,628.31 | 9,624.46 ₹91,644.11 | 9,000 ₹85,698 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 | 18,412.06 | kilogram | 100.44 ₹18,49,307.81 | 100.44 ₹18,49,307.81 | 108 ₹19,88,503.02 | 97.57 ₹17,96,465.18 Lowest | 100 ₹18,41,206.5 |
Tender Value
₹83.9 L
EMD Value
₹50,000
Closing Date
3 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of new building for Govt FHC Azhoor Chirayinkeezhu Construction of a new building for Govt FHC Azhoor Chirayinkeezhu Civil work
2026_PWD_873196_1
TR/8084/2023_23_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
300 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
7 Oct 2026
26 Sept 2026
7 Oct 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1New Block | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 300 | sqm | - | - |
| 1.002 | 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 | 326.97 | cum | - | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 54.87 | cum | - | - |
| 1.004 | 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) | 20.68 | cum | - | - |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 164.99 | cum | - | - |
| 1.006 | OD36379/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately.All work upto plinth level | 131.05 | cum | - | - |
| 1.007 | OD36378/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately.All work above plinth level upto floor V level | 99.53 | cum | - | - |
| 1.008 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 9.52 | cum | - | - |
| 1.009 | 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 | 18,412.07 | kilogram | - | - |
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