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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | L1 | Accepted-AOC Agreement accepted | |
| 2 | L2₹1.5 Cr+₹3.5 L (2.44%)Rejected-Finance NO 30 CO OPERATIVE COLONY 8TH CROSS STREET MEDICAL COLLEGE ROAD THANJAVUR 613 007 | THANJAVUR | THANJAVUR | TAMIL NADU | 613007 | L2 | Rejected-Finance Lowest tenderer for L2 | |
| 3 | L3₹1.5 Cr+₹5.4 L (3.76%)Rejected-Finance | L3 | Rejected-Finance Lowest tenderer for L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bankers certificate and Genuineness for work experience not enclosed and insufficient annual turnover |
| Sl No | Description | Qty | Unit | MR Construction and Promoters L1 | GS ASSOCIATES L3 | GM CONSTRUCTIONS AND INFRA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 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. | 368 | M3 | 219 ₹80,592 Lowest | 250 ₹92,000 | 225 ₹82,800 |
| 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. | 58 | M3 | 94 ₹5,452 Lowest | 105 ₹6,090 | 96 ₹5,568 |
| 3.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand 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. | 45 | M3 | 1,884 ₹84,780 | 1,575 ₹70,875 Lowest | 1,931 ₹86,895 |
| 4.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone 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 including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 29 | M3 | 4,885 ₹1,41,665 Lowest | 5,000 ₹1,45,000 | 5,005 ₹1,45,145 |
| 5.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 30 | M3 | 4,885 ₹1,46,550 Lowest | 5,000 ₹1,50,000 | 5,005 ₹1,50,150 |
| 6.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 95 | M3 | 401 ₹38,095 Lowest | 750 ₹71,250 | 411 ₹39,045 |
| 7.00 | 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. | 83 | M3 | 133 ₹11,039 Lowest | 150 ₹12,450 | 137 ₹11,371 |
| 8.00 | Pre-Construction anti-termite treatment: Plinth area - Surface treatment Stage-1: Completion of earth work for column footings before laying plain cement concrete 25mm dia hole spaced at 30cm c/c on both directions will be made at the bottom of earthwork and the chemical will be poured in the holes and willbe sprayed in the four sidesof earthwork at the rate of 3 litresofchemical solution (chlorophyrifos emulsion) diluted in ratio 1:19 (one emulsion and 19 water) per square metre payment shall be made after completion of 3 stages. Stage-2: After filling the basement before laying flooring concrete with filling Crushed stone sand(M.Sand) 25 mm dia holes to a depth of 45 cmwill be made inside the basement and the chemical will be poured in the holes at the rate of 3 litres of chemical solution (chlorophyrifos emulsion) diluted in ratio 1:19 (one emulsion and 19 water) per square metre payment shall be made | 268 | M2 | 123 ₹32,964 | 100 ₹26,800 Lowest | 126 ₹33,768 |
| 9.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 260 | M2 | 587 ₹1,52,620 | 550 ₹1,43,000 Lowest | 601 ₹1,56,260 |
| 10.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 343 | M2 | 925 ₹3,17,275 | 750 ₹2,57,250 Lowest | 947 ₹3,24,821 |
Tender Value
₹1.7 Cr
EMD Value
₹94,500
Closing Date
31 Aug 2026, 11:00 amClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of District Town and country Planning Office at Thanjavur in Thanjavur District (Second Call)
2026_PWD_694835_1
10-2026-2027
Open Tender
Civil Works - Buildings
Lump-sum
210 days
Thanjavur
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹94,500
17 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
31 Aug 2026
17 Aug 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. | 368 | M3 | - | - |
| 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. | 58 | M3 | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling crushed stone sand 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. | 45 | M3 | - | - |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone 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 including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 29 | M3 | - | - |
| 5 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 30 | M3 | - | - |
| 6 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 95 | M3 | - | - |
| 7 | 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. | 83 | M3 | - | - |
| 8 | Pre-Construction anti-termite treatment: Plinth area - Surface treatment Stage-1: Completion of earth work for column footings before laying plain cement concrete 25mm dia hole spaced at 30cm c/c on both directions will be made at the bottom of earthwork and the chemical will be poured in the holes and willbe sprayed in the four sidesof earthwork at the rate of 3 litresofchemical solution (chlorophyrifos emulsion) diluted in ratio 1:19 (one emulsion and 19 water) per square metre payment shall be made after completion of 3 stages. Stage-2: After filling the basement before laying flooring concrete with filling Crushed stone sand(M.Sand) 25 mm dia holes to a depth of 45 cmwill be made inside the basement and the chemical will be poured in the holes at the rate of 3 litres of chemical solution (chlorophyrifos emulsion) diluted in ratio 1:19 (one emulsion and 19 water) per square metre payment shall be made | 268 | M2 | - | - |
| 9 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 260 | M2 | - | - |
| 10 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 343 | M2 | - | - |
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