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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-Finance | L1 | Accepted-Finance FIRST LOWEST | |
| 2 | L2₹3.1 Cr+₹6.8 L (2.26%)Accepted-Finance | L2 | Accepted-Finance SECOND LOWEST | |
| 3 | L3₹3.1 Cr+₹9.6 L (3.16%)Accepted-Finance | L3 | Accepted-Finance THIRD LOWEST | |
| 4 | L4₹3.2 Cr+₹13.3 L (4.38%)Accepted-Finance 8 1185 3B 352 3 PAVALI VILLAGE VIRUDHUNAGAR TK 626001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | L4 | Accepted-Finance FOURTH LOWEST | |
| 5 | L5₹3.2 Cr+₹19.3 L (6.38%)Accepted-Finance NO 21 ANAIGOUNDEN PUDUR VELLOTTAMPARAPPU POST ERODE TAMIL NADU 638154 | ERODE | TAMIL NADU | 638154 | L5 | Accepted-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | PONKULALI AND CO L5 | S.CHANDRASEKAR L13 | M/s PSM Constructions L3 | MURUGAN L17 | DR Constructions L14 | S S CONSTRUCTIONS L10 | SEYON CONSTRUCTIONS L8 | NK Engineering Construction L7 | GS ASSOCIATES L18 | A.G.RAVICHANDIRAN L12 | EJJ CONSTRUCTIONS L1 | ACORN CONSTRUCTION L2 | Wings Brand Activations (I) Pvt Ltd L15 | SRI SABARI ASSOCIATES L11 | M/S. SRI VARI CONSTRUCTION L9 | R KANNUSAMY L6 | S E P CONSTRUCTIONS L16 | ASHOK KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Reinforcement Cement Concrete etc., complete as directed by the departmental officers. | 102.8 | Cu.m | 4,500 ₹4,62,600 | 800 ₹82,240 | 1,850 ₹1,90,180 | 1,010 ₹1,03,828 | 600 ₹61,680 Lowest | 6,150 ₹6,32,220 | 3,900 ₹4,00,920 | 1,500 ₹1,54,200 | 4,100 ₹4,21,480 | 3,850 ₹3,95,780 | 2,300 ₹2,36,440 | 1,000 ₹1,02,800 | 3,920 ₹4,02,976 | 2,000 ₹2,05,600 | 3,600.36 ₹3,70,117.01 | 2,500 ₹2,57,000 | 1,440 ₹1,48,032 | 3,550 ₹3,64,940 |
| 2.00 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Brick Masonry in cement mortar walls under 3m high etc., complete as directed by the departmental officers. | 363.3 | Cu.m | 300 ₹1,08,990 | 700 ₹2,54,310 | 260 ₹94,458 | 420 ₹1,52,586 | 600 ₹2,17,980 | 369 ₹1,34,057.7 | 200 ₹72,660 | 235 ₹85,375.5 | 250 ₹90,825 | 253 ₹91,914.9 | 450 ₹1,63,485 | 50 ₹18,165 Lowest | 258 ₹93,731.4 | 300 ₹1,08,990 | 300 ₹1,08,990 | 500 ₹1,81,650 | 1,359 ₹4,93,724.7 | 240 ₹87,192 |
| 3.00 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Plain Cement Concrete etc., complete as directed by the departmental officers. | 7.5 | Cu.m | 530 ₹3,975 | 800 ₹6,000 | 380 ₹2,850 | 450 ₹3,375 | 600 ₹4,500 | 410 ₹3,075 | 450 ₹3,375 | 415 ₹3,112.5 | 400 ₹3,000 | 434 ₹3,255 | 750 ₹5,625 | 500 ₹3,750 | 440 ₹3,300 | 300 ₹2,250 Lowest | 570 ₹4,275 | 1,000 ₹7,500 | 1,530 ₹11,475 | 410 ₹3,075 |
| 4.00 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Doors and Window including removal of frames, hinges and fastenings etc., complete as directed by the departmental officers. | 146.68 | Sq.m | 170 ₹24,935.6 | 1,000 ₹1,46,680 | 145 ₹21,268.6 | 160 ₹23,468.8 | 600 ₹88,008 | 205 ₹30,069.4 | 120 ₹17,601.6 | 475 ₹69,673 | 150 ₹22,002 | 137 ₹20,095.16 | 150 ₹22,002 | 140 ₹20,535.2 | 140 ₹20,535.2 | 150 ₹22,002 | 165 ₹24,202.2 | 200 ₹29,336 | 54 ₹7,920.72 Lowest | 130 ₹19,068.4 |
| 5.00 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Lime Concrete etc., complete as directed by the departmental officers. | 14.6 | Cu.m | 380 ₹5,548 | 800 ₹11,680 | 410 ₹5,986 | 350 ₹5,110 | 600 ₹8,760 | 492 ₹7,183.2 | 300 ₹4,380 | 1,425 ₹20,805 | 300 ₹4,380 | 316 ₹4,613.6 | 290 ₹4,234 Lowest | 500 ₹7,300 | 320 ₹4,672 | 300 ₹4,380 | 380 ₹5,548 | 600 ₹8,760 | 1,530 ₹22,338 | 300 ₹4,380 |
| 6.00 | Collecting the scattled debries from campus and conveying way the same to outside by lorry to lead 3 km including loading and unloading charges dumping the lowlying areas and levelling necessary etc., complete as directed by the departmental officers. | 622.71 | Cu.m | 300 ₹1,86,813 | 500 ₹3,11,355 | 240 ₹1,49,450.4 | 310 ₹1,93,040.1 | 600 ₹3,73,626 | 287 ₹1,78,717.77 | 130 ₹80,952.3 | 300 ₹1,86,813 | 450 ₹2,80,219.5 | 7 ₹4,358.97 Lowest | 130 ₹80,952.3 | 80 ₹49,816.8 | 64.5 ₹40,164.8 | 300 ₹1,86,813 | 75 ₹46,703.25 | 175 ₹1,08,974.25 | 234 ₹1,45,714.14 | 60 ₹37,362.6 |
| 7.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 801 | Cu.m | 300 ₹2,40,300 | 260 ₹2,08,260 | 105 ₹84,105 Lowest | 210 ₹1,68,210 | 267 ₹2,13,867 | 190 ₹1,52,190 | 220 ₹1,76,220 | 250 ₹2,00,250 | 250 ₹2,00,250 | 306 ₹2,45,106 | 150 ₹1,20,150 | 130 ₹1,04,130 | 220 ₹1,76,220 | 300 ₹2,40,300 | 260 ₹2,08,260 | 150 ₹1,20,150 | 171 ₹1,36,971 | 200 ₹1,60,200 |
| 8.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct- ed by the departmental officers. | 206.34 | Cu.m | 250 ₹51,585 | 170 ₹35,077.8 | 105 ₹21,665.7 | 175 ₹36,109.5 | 267 ₹55,092.78 | 205 ₹42,299.7 | 90 ₹18,570.6 Lowest | 90 ₹18,570.6 Lowest | 300 ₹61,902 | 166 ₹34,252.44 | 100 ₹20,634 | 130 ₹26,824.2 | 94.5 ₹19,499.13 | 300 ₹61,902 | 110 ₹22,697.4 | 200 ₹41,268 | 171 ₹35,284.14 | 90 ₹18,570.6 Lowest |
| 9.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone Sand (M-sand) and in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 389.5 | Cu.m | 1,500 ₹5,84,250 | 1,500 ₹5,84,250 | 1,420 ₹5,53,090 | 1,400 ₹5,45,300 | 2,200 ₹8,56,900 | 2,050 ₹7,98,475 | 1,550 ₹6,03,725 | 1,000 ₹3,89,500 Lowest | 1,800 ₹7,01,100 | 1,735 ₹6,75,782.5 | 1,350 ₹5,25,825 | 1,500 ₹5,84,250 | 1,535 ₹5,97,882.5 | 1,500 ₹5,84,250 | 1,450.5 ₹5,64,969.75 | 1,500 ₹5,84,250 | 1,260 ₹4,90,770 | 1,400 ₹5,45,300 |
| 10.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 243 | Cu.m | 100 ₹24,300 | 40 ₹9,720 Lowest | 100 ₹24,300 | 95 ₹23,085 | 200 ₹48,600 | 315 ₹76,545 | 120 ₹29,160 | 130 ₹31,590 | 130 ₹31,590 | 132 ₹32,076 | 100 ₹24,300 | 450 ₹1,09,350 | 134.5 ₹32,683.5 | 200 ₹48,600 | 158 ₹38,394 | 100 ₹24,300 | 234 ₹56,862 | 130 ₹31,590 |
Tender Value
₹4.1 Cr
EMD Value
₹2.1 L
Closing Date
23 Sept 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer, PWD., Buildings C and M Circle, Vellore
Construction of Taluk Office building at Arakkonam in Ranipet District
2026_PWD_700478_1
1/VLR-CLE/26-27-1/31.08.2026
Open Tender
Civil Works - Buildings
Lump-sum
180 days
ARAKKONAM IN RANIPET DISTRICT
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹2.1 L
25 Sept 2026
3 Sept 2026
23 Sept 2026
3 Sept 2026
23 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Reinforcement Cement Concrete etc., complete as directed by the departmental officers. | 102.8 | Cu.m | - | - |
| 2 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Brick Masonry in cement mortar walls under 3m high etc., complete as directed by the departmental officers. | 363.3 | Cu.m | - | - |
| 3 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Plain Cement Concrete etc., complete as directed by the departmental officers. | 7.5 | Cu.m | - | - |
| 4 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Doors and Window including removal of frames, hinges and fastenings etc., complete as directed by the departmental officers. | 146.68 | Sq.m | - | - |
| 5 | Dismantling, Clearing away and carefully stacking materials useful for re-use of Lime Concrete etc., complete as directed by the departmental officers. | 14.6 | Cu.m | - | - |
| 6 | Collecting the scattled debries from campus and conveying way the same to outside by lorry to lead 3 km including loading and unloading charges dumping the lowlying areas and levelling necessary etc., complete as directed by the departmental officers. | 622.71 | Cu.m | - | - |
| 7 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 801 | Cu.m | - | - |
| 8 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct- ed by the departmental officers. | 206.34 | Cu.m | - | - |
| 9 | Supplying and filling in foundation, basement, etc with filling Crushed Stone Sand (M-sand) and in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 389.5 | Cu.m | - | - |
| 10 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 243 | Cu.m | - | - |
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