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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹33.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹33.8 L+₹69,308.92 (2.09%)Admitted-Fee/PreQual/Technical/Finance | ₹33.8 L+₹69,308.92 (2.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹34.9 L+₹1.8 L (5.53%)Admitted-Fee/PreQual/Technical/Finance | ₹34.9 L+₹1.8 L (5.53%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹35.4 L+₹2.3 L (6.91%)Admitted-Fee/PreQual/Technical/Finance APRA A 20 DEVIKRIPA MARUTHOORKADAVU KALADY KARAMANA P O | ₹35.4 L+₹2.3 L (6.91%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹35.9 L+₹2.8 L (8.55%)Admitted-Fee/PreQual/Technical/Finance | ₹35.9 L+₹2.8 L (8.55%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VIPIN RAJ N I L1 | Ashoka Kumar.T L2 | SAMRIDHI STRUCTURES L4 | S PRADEEP L8 | R SURESH KUMAR L7 | VISHNU R P L3 | KIRAN S L6 | CONCORD STRUCTURES PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00specification | |||||||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 160 | sqm | 110.42 ₹17,667.2 | 100 ₹16,000 | 120 ₹19,200 | 137 ₹21,920 | 135.81 ₹21,729.6 | 100 ₹16,000 | 35 ₹5,600 Lowest | 120 ₹19,200 |
| 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 | 176.59 | cum | 296.01 ₹52,273 | 200 ₹35,318.4 Lowest | 250 ₹44,148 | 367 ₹64,809.26 | 364.04 ₹64,286.55 | 280 ₹49,445.76 | 350 ₹61,807.2 | 320 ₹56,509.44 |
| 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) | 13.83 | cum | 6,527.88 ₹90,267.52 | 6,500 ₹89,882 | 7,800 ₹1,07,858.4 | 8,109 ₹1,12,131.25 | 8,028.09 ₹1,11,012.43 | 6,300 ₹87,116.4 | 6,000 ₹82,968 Lowest | 7,055 ₹97,556.54 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 6.5 | cum | 5,546.35 ₹36,073.46 Lowest | 6,500 ₹42,276 | 6,500 ₹42,276 | 6,889 ₹44,806.06 | 6,820.98 ₹44,363.65 | 6,000 ₹39,024 | 6,500 ₹42,276 | 5,995 ₹38,991.48 |
| 1.00 | OD12991/2026-2027: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:-
All work upto plinth level | 59.73 | cum | 9,071.99 ₹5,41,860.89 Lowest | 9,600 ₹5,73,398.4 | 10,000 ₹5,97,290 | 11,269 ₹6,73,086.1 | 11,156.86 ₹6,66,388.09 | 10,100 ₹6,03,262.9 | 13,000 ₹7,76,477 | 9,805 ₹5,85,642.85 |
| 1.01 | 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. | 169.07 | cum | 262.06 ₹44,307.01 | 200 ₹33,814.4 | 250 ₹42,268 | 325 ₹54,948.4 | 322.29 ₹54,490.21 | 250 ₹42,268 | 150 ₹25,360.8 Lowest | 285 ₹48,185.52 |
| 1.01 | OD12993/2026-2027: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.
All work above plinth level upto floor V level | 54.55 | cum | 10,746.15 ₹5,86,191.74 | 11,350 ₹6,19,131.15 | 11,200 ₹6,10,948.8 | 13,349 ₹7,28,174.6 | 13,215.77 ₹7,20,907.04 | 10,100 ₹5,50,944.9 Lowest | 13,095 ₹7,14,319.16 | 11,615 ₹6,33,586.64 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 103.68 | sqm | 317.76 ₹32,945.36 | 250 ₹25,920 Lowest | 300 ₹31,104 | 394 ₹40,849.92 | 390.79 ₹40,517.11 | 300 ₹31,104 | 350 ₹36,288 | 343 ₹35,562.24 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 169.14 | sqm | 790.99 ₹1,33,788.05 | 600 ₹1,01,484 Lowest | 850 ₹1,43,769 | 982 ₹1,66,095.48 | 972.77 ₹1,64,534.32 | 750 ₹1,26,855 | 700 ₹1,18,398 | 855 ₹1,44,614.7 |
Tender Value
₹41.1 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of School building for Govt Vocational Higher Secondary School Mancha Nedumangad Civil work
2026_PWD_862512_1
TR/5477/2026_5_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
6 Aug 2026
25 Jul 2026
6 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1specification | |||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | 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 | 0.8 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1 | cum | - | - |
| 1.005 | OD12991/2026-2027: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:-
All work upto plinth level | 1 | cum | - | - |
| 1.006 | 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. | 0.8 | cum | - | - |
| 1.007 | OD12993/2026-2027: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.
All work above plinth level upto floor V level | 1 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
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