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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-Finance | ₹3.5 Cr | L1 | Accepted-Finance FIRST LOWEST |
| 2 | L2₹3.7 Cr+₹18.6 L (5.28%)Accepted-Finance | ₹3.7 Cr+₹18.6 L (5.28%) | L2 | Accepted-Finance SECOND LOWEST |
| 3 | L3₹3.7 Cr+₹19.9 L (5.64%)Accepted-Finance 329 2 | VELLORE | TAMIL NADU | 632001 | ₹3.7 Cr+₹19.9 L (5.64%) | L3 | Accepted-Finance THIRD LOWEST |
| 4 | L4₹3.8 Cr+₹29.8 L (8.46%)Accepted-Finance | ₹3.8 Cr+₹29.8 L (8.46%) | L4 | Accepted-Finance FOURTH LOWEST |
| 5 | L5₹3.8 Cr+₹30.9 L (8.78%)Accepted-Finance 8 1185 3B 352 3 PAVALI VILLAGE VIRUDHUNAGAR TK 626001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | ₹3.8 Cr+₹30.9 L (8.78%) | L5 | Accepted-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | VIJAYANAND L1 | S NAGARAJAN L18 | PONKULALI AND CO L12 | B.M.J CONSTRUCTIONS L15 | R SURESHMANI L13 | M/S GPKR CONSTRUCTIONS L7 | purushothaman L10 | ssrandco L4 | MURUGA PERUMAL L3 | C N RAJA SRINIVASAN L20 | VR CONSTRUCTIONS AND PROJECTS L16 | HariRam Constructions L6 | SEYON CONSTRUCTIONS L11 | NK Engineering Construction L14 | GS ASSOCIATES L21 | ASHOK KUMAR L5 | A.G.RAVICHANDIRAN L9 | Wings Brand Activations (I) Pvt Ltd L17 | INDRA INFRASTRUCTURES L2 | P.MANOHARAN L24 | Manoharan L23 | SRI SEKAR CONSTRUCTIONS L19 | Manigandan L8 | DR Constructions L22 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,180.5 | Cu.m | 180 ₹2,12,490 | 208 ₹2,45,544 | 300 ₹3,54,150 | 290 ₹3,42,345 | 195.14 ₹2,30,362.77 | 187 ₹2,20,753.5 | 100 ₹1,18,050 Lowest | 245 ₹2,89,222.5 | 240 ₹2,83,320 | 204 ₹2,40,822 | 250 ₹2,95,125 | 200 ₹2,36,100 | 210 ₹2,47,905 | 250 ₹2,95,125 | 250 ₹2,95,125 | 190 ₹2,24,295 | 292 ₹3,44,706 | 211 ₹2,49,085.5 | 107 ₹1,26,313.5 | 235.27 ₹2,77,736.24 | 220 ₹2,59,710 | 208.45 ₹2,46,075.23 | 210 ₹2,47,905 | 267 ₹3,15,193.5 |
| 2.00 | 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 directed by the departmental officers. | 99.5 | Cu.m | 100 ₹9,950 | 89 ₹8,855.5 | 300 ₹29,850 | 310 ₹30,845 | 91.01 ₹9,055.5 | 87.9 ₹8,746.05 | 50 ₹4,975 Lowest | 255 ₹25,372.5 | 110 ₹10,945 | 96 ₹9,552 | 300 ₹29,850 | 150 ₹14,925 | 92.4 ₹9,193.8 | 90 ₹8,955 | 300 ₹29,850 | 90 ₹8,955 | 158 ₹15,721 | 103 ₹10,248.5 | 83 ₹8,258.5 | 110 ₹10,945 | 105 ₹10,447.5 | 205.45 ₹20,442.28 | 120 ₹11,940 | 267 ₹26,566.5 |
| 3.00 | 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. | 116.5 | Cu.m | 1,500 ₹1,74,750 | 1,390 ₹1,61,935 | 1,500 ₹1,74,750 | 1,650 ₹1,92,225 | 1,586.51 ₹1,84,828.42 | 1,525.94 ₹1,77,772.01 | 1,000 ₹1,16,500 Lowest | 1,290 ₹1,50,285 | 1,900 ₹2,21,350 | 1,664 ₹1,93,856 | 1,700 ₹1,98,050 | 1,200 ₹1,39,800 | 1,470 ₹1,71,255 | 1,000 ₹1,16,500 Lowest | 1,800 ₹2,09,700 | 1,490 ₹1,73,585 | 1,652 ₹1,92,458 | 1,680 ₹1,95,720 | 1,940 ₹2,26,010 | 1,619.05 ₹1,88,619.33 | 1,850 ₹2,15,525 | 1,401.02 ₹1,63,218.83 | 1,450 ₹1,68,925 | 2,200 ₹2,56,300 |
| 4.00 | Supplying and filling of conveyed well gravel by lorry in basement filling including stacking for premeasurement, conveyance loading and unloading charges and all other incidential charges and including filling laying watering and consolidating etc., complete as directed by the dept., Officers and complying with standard specification. | 336.5 | Cu.m | 380 ₹1,27,870 | 584 ₹1,96,516 | 450 ₹1,51,425 | 1,300 ₹4,37,450 | 400.11 ₹1,34,637.02 | 385.77 ₹1,29,811.61 | 200 ₹67,300 Lowest | 980 ₹3,29,770 | 400 ₹1,34,600 | 420 ₹1,41,330 | 1,000 ₹3,36,500 | 800 ₹2,69,200 | 369.6 ₹1,24,370.4 | 530 ₹1,78,345 | 700 ₹2,35,550 | 380 ₹1,27,870 | 294 ₹98,931 | 415 ₹1,39,647.5 | 1,235 ₹4,15,577.5 | 414.56 ₹1,39,499.44 | 470 ₹1,58,155 | 515.4 ₹1,73,432.1 | 550 ₹1,85,075 | 1,200 ₹4,03,800 |
| 5.00 | 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. | 292.5 | Cu.m | 150 ₹43,875 | 127 ₹37,147.5 | 100 ₹29,250 | 85 ₹24,862.5 | 129.54 ₹37,890.45 | 124.29 ₹36,354.83 | 50 ₹14,625 Lowest | 135 ₹39,487.5 | 150 ₹43,875 | 135 ₹39,487.5 | 100 ₹29,250 | 150 ₹43,875 | 130.2 ₹38,083.5 | 130 ₹38,025 | 130 ₹38,025 | 130 ₹38,025 | 125 ₹36,562.5 | 135 ₹39,487.5 | 78 ₹22,815 | 156.2 ₹45,688.5 | 150 ₹43,875 | 128.85 ₹37,688.63 | 55 ₹16,087.5 | 200 ₹58,500 |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification and as directed by the departmental officers - mixing by manual means. | 162.6 | Cu.m | 4,500 ₹7,31,700 | 4,500 ₹7,31,700 | 4,000 ₹6,50,400 | 3,850 ₹6,26,010 | 4,404.5 ₹7,16,171.7 | 4,240 ₹6,89,424 | 4,000 ₹6,50,400 | 4,100 ₹6,66,660 | 3,500 ₹5,69,100 | 4,620 ₹7,51,212 | 6,000 ₹9,75,600 | 4,300 ₹6,99,180 | 3,900 ₹6,34,140 | 4,800 ₹7,80,480 | 5,000 ₹8,13,000 | 4,130 ₹6,71,538 | 4,343 ₹7,06,171.8 | 4,570 ₹7,43,082 | 4,566 ₹7,42,431.6 | 4,800 ₹7,80,480 | 5,000 ₹8,13,000 | 2,900 ₹4,71,540 Lowest | 4,200 ₹6,82,920 | 3,250 ₹5,28,450 |
| 7.00 | Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for Flooring including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification and as directed by the departmental officers - mixing by manual means. | 65.5 | Cu.m | 4,500 ₹2,94,750 | 4,394 ₹2,87,807 | 4,000 ₹2,62,000 | 3,950 ₹2,58,725 | 4,404.5 ₹2,88,494.75 | 4,243 ₹2,77,916.5 | 4,000 ₹2,62,000 | 4,100 ₹2,68,550 | 3,500 ₹2,29,250 | 4,620 ₹3,02,610 | 6,000 ₹3,93,000 | 4,300 ₹2,81,650 | 3,950 ₹2,58,725 | 4,800 ₹3,14,400 | 5,000 ₹3,27,500 | 4,130 ₹2,70,515 | 4,299 ₹2,81,584.5 | 4,570 ₹2,99,335 | 4,566 ₹2,99,073 | 4,800 ₹3,14,400 | 5,300 ₹3,47,150 | 2,900 ₹1,89,950 Lowest | 4,200 ₹2,75,100 | 3,250 ₹2,12,875 |
| 8.00Brick work in Cement Mortar 1:3 (One Cement and Three M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||||||||||||||||||||||||
| 8.01 | For Foundation and Basement | 26.5 | Cu.m | 4,800 ₹1,27,200 Lowest | 6,211 ₹1,64,591.5 | 6,500 ₹1,72,250 | 6,200 ₹1,64,300 | 6,321.43 ₹1,67,517.9 | 5,900 ₹1,56,350 | 6,000 ₹1,59,000 | 6,750 ₹1,78,875 | 5,500 ₹1,45,750 | 6,630 ₹1,75,695 | 8,000 ₹2,12,000 | 6,500 ₹1,72,250 | 6,000 ₹1,59,000 | 7,000 ₹1,85,500 | 7,000 ₹1,85,500 | 5,920 ₹1,56,880 | 6,153 ₹1,63,054.5 | 6,557 ₹1,73,760.5 | 6,554 ₹1,73,681 | 7,515.49 ₹1,99,160.49 | 7,500 ₹1,98,750 | 6,872 ₹1,82,108 | 6,550 ₹1,73,575 | 6,000 ₹1,59,000 |
| 9.00Brick work in Cement Mortar 1:5 (One Cement and Five M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||||||||||||||||||||||||
Tender Value
₹5.0 Cr
EMD Value
₹2.6 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 12 Classroom, Science Lab, Toilet blocks, Compound Wall and Pavements in GBHSS at Thiruvalam in Vellore District.
2026_PWD_700494_1
1/VLR-CLE/26-27-2/31.08.2026
Open Tender
Civil Works - Buildings
Lump-sum
180 days
THIRUVALAM IN VELLORE DISTRICT
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹2.6 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 | 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. | 1,180.5 | Cu.m | - | - |
| 2 | 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 directed by the departmental officers. | 99.5 | Cu.m | - | - |
| 3 | 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. | 116.5 | Cu.m | - | - |
| 4 | Supplying and filling of conveyed well gravel by lorry in basement filling including stacking for premeasurement, conveyance loading and unloading charges and all other incidential charges and including filling laying watering and consolidating etc., complete as directed by the dept., Officers and complying with standard specification. | 336.5 | Cu.m | - | - |
| 5 | 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. | 292.5 | Cu.m | - | - |
| 6 | Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification and as directed by the departmental officers - mixing by manual means. | 162.6 | Cu.m | - | - |
| 7 | Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for Flooring including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification and as directed by the departmental officers - mixing by manual means. | 65.5 | Cu.m | - | - |
| 8Brick work in Cement Mortar 1:3 (One Cement and Three M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 8.01 | For Foundation and Basement | 26.5 | Cu.m | - | - |
| 9Brick work in Cement Mortar 1:5 (One Cement and Five M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
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