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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-Finance | L1 | Accepted-Finance First Lowest | |
| 2 | L2₹39.4 L+₹4.4 L (12.5%)Accepted-Finance 6 GURU GOBIND SINGH NAGAR DHAKOLI DHAKOLI PATIALA PUNJAB 140602 | PATIALA | PUNJAB | 140602 | L2 | Accepted-Finance Second Lowest | |
| 3 | L3₹41.8 L+₹6.8 L (19.5%)Accepted-Finance | L3 | Accepted-Finance Third Lowest | |
| 4 | L4₹42.2 L+₹7.2 L (20.6%)Accepted-Finance | L4 | Accepted-Finance Fourth Lowest |
| Sl No | Description | Qty | Unit | RS CONTRACTOR L4 | JP and Co L2 | Shri Maruthi Constructions L1 | EJJ CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|
| 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. | 132 | M3 | 200 ₹26,400 | 321 ₹42,372 | 240 ₹31,680 | 156 ₹20,592 Lowest |
| 2.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) using 40 mm gauge hard broken jelly for foundation including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 9 | M3 | 6,500 ₹58,500 | 4,000 ₹36,000 Lowest | 5,200 ₹46,800 | 6,500 ₹58,500 |
| 3.00 | 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. | 49 | M3 | 50 ₹2,450 | 46 ₹2,254 Lowest | 102 ₹4,998 | 1,600 ₹78,400 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling stone dust 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. | 25 | M3 | 1,500 ₹37,500 | 396 ₹9,900 | 380 ₹9,500 Lowest | 1,500 ₹37,500 |
| 5.00 | Refilling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 101 | M3 | 250 ₹25,250 | 239 ₹24,139 | 102 ₹10,302 Lowest | 850 ₹85,850 |
| 6.00 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the de-partmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 37 | M2 | 300 ₹11,100 Lowest | 300 ₹11,100 Lowest | 450 ₹16,650 | 680 ₹25,160 |
| 7.00Brick work in following Cement Mortar 1:6 using best quality country Brick of size 8 3/4" x 4 1/4" x 2 3/4" 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. | |||||||
| 7.01 | In Foundation and basement | 25 | M3 | 7,300 ₹1,82,500 | 6,300 ₹1,57,500 | 6,200 ₹1,55,000 Lowest | 7,000 ₹1,75,000 |
| 7.02 | In Ground Floor | 40 | M3 | 7,900 ₹3,16,000 | 6,300 ₹2,52,000 Lowest | 6,300 ₹2,52,000 Lowest | 7,500 ₹3,00,000 |
| 8.00Brick work in following Cement Mortar 1:5 using best quality country Brick of size 8 3/4" x 4 1/4" x 2 3/4" 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. | |||||||
Tender Value
₹49.5 L
EMD Value
₹31,000
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Engineer
O/o.Executive Engineer, PWD., Buildings (C and M) Division, Tirunelveli
Construction of Two Class Room Building in Government High School at Shanmugapuram in Tirunelveli District (Second Call)
2026_PWD_687780_1
2(1) EE/2026-27 Dated 21.07.2026
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Shanmugapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹31,000
25 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 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. | 132 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) using 40 mm gauge hard broken jelly for foundation including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 9 | M3 | - | - |
| 3 | 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. | 49 | M3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling stone dust 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. | 25 | M3 | - | - |
| 5 | Refilling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 101 | M3 | - | - |
| 6 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the de-partmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 37 | M2 | - | - |
| 7Brick work in following Cement Mortar 1:6 using best quality country Brick of size 8 3/4" x 4 1/4" x 2 3/4" 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. | |||||
| 7.01 | In Foundation and basement | 25 | M3 | - | - |
| 7.02 | In Ground Floor | 40 | M3 | - | - |
| 8Brick work in following Cement Mortar 1:5 using best quality country Brick of size 8 3/4" x 4 1/4" x 2 3/4" 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. | |||||
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