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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC NO 2C THANGAVEL VAITHIYAR STREET TRIPLICANE CHENNAI 600 005 | CHENNAI | CHENNAI | TAMIL NADU | 600005 | L1 | Accepted-AOC being the lowest | |
| 2 | L2₹21.5 L+₹12,238.48 (0.57%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | L2 | Rejected-Finance Not being lowest bid | |
| 3 | L3₹22.6 L+₹1.3 L (5.90%)Rejected-Finance NO 6 BAJANAI KOIL CROSS STREET CHATHIRAM PATTABIRAM CHENNAI 600 072 | CHENNAI | CHENNAI | TAMIL NADU | 600072 | L3 | Rejected-Finance Not being lowest bid | |
| 4 | L4₹22.7 L+₹1.4 L (6.34%)Rejected-Finance NO E 193 12TH CROSS ROAD 3RD STREET PERIYAR NAGAR CHENNAI 600 082 | CHENNAI | TAMIL NADU | 600082 | L4 | Rejected-Finance Not being lowest bid | |
| 5 | L5₹23.3 L+₹2.0 L (9.24%)Rejected-Finance NO 3 JAMI JAM KHAN ROAD 1ST LANE ROYAPETTAH CHENNAI 600 014 | CHENNAI | CHENNAI | TAMIL NADU | 600014 | L5 | Rejected-Finance Not being lowest bid |
| Sl No | Description | Qty | Unit | SIRITEL SYSTEMS PRIVATE LIMITED L6 | G.L.THIRUMALAI NAIDU AND COMPANY L5 | DJ Group L2 | SHRI BALAJI CONSTRUCTIONS L3 | KS CONSTRUCTIONS L4 | M/SJAYAM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep & getting out in hard & dense soil complete all as specfied and directed. | 200 | Sqm | 45 ₹9,000 | 63 ₹12,600 | 30 ₹6,000 Lowest | 30 ₹6,000 Lowest | 31 ₹6,200 | 70 ₹14,000 |
| 2.00 | Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. | 35 | Cum | 350 ₹12,250 | 180 ₹6,300 Lowest | 350 ₹12,250 | 300 ₹10,500 | 310 ₹10,850 | 340 ₹11,900 |
| 3.00 | Excavation over areas exc 1.5m and not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and as directed. | 11 | Cum | 360 ₹3,960 | 270 ₹2,970 Lowest | 380 ₹4,180 | 320 ₹3,520 | 349 ₹3,839 | 340 ₹3,740 |
| 4.00 | Excavation over areas n. exc 1.5m deep and getting out in hard/ dense soil complete all as specified and as directed. | 4 | Cum | 375 ₹1,500 | 405 ₹1,620 | 380 ₹1,520 | 350 ₹1,400 | 364 ₹1,456 | 340 ₹1,360 Lowest |
| 5.00 | Excavation over areas exc 1.5m and not exceeding 3.00m deep and getting out in hard/ dense soil complete all as specified and as directed. | 2 | Cum | 380 ₹760 | 540 ₹1,080 | 380 ₹760 | 360 ₹720 | 320 ₹640 Lowest | 430 ₹860 |
| 6.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deep and n. exc 10 sqm on plan getting soft/loose soil complete all as specified and as directed. | 85 | Cum | 300 ₹25,500 Lowest | 315 ₹26,775 | 350 ₹29,750 | 320 ₹27,200 | 364 ₹30,940 | 340 ₹28,900 |
| 7.00 | Excavation in trenches exc 1.5m and not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and as directed. | 0.3 | Cum | 330 ₹99 Lowest | 504 ₹151.2 | 380 ₹114 | 340 ₹102 | 400 ₹120 | 520 ₹156 |
| 8.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deep and n. exc 10 sqm on plan and getting hard / dense soil complete all as specified and as directed. | 5 | Cum | 300 ₹1,500 Lowest | 612 ₹3,060 | 380 ₹1,900 | 360 ₹1,800 | 410 ₹2,050 | 430 ₹2,150 |
| 9.00 | Excavation in trenches n exc 1.5m wide and exc 1.5m and n. exc 3.00m deep and n. exc 10 sqm on plan getting hard/dense soil complete all as specified and as directed. | 0.2 | Cum | 300 ₹60 Lowest | 810 ₹162 | 380 ₹76 | 360 ₹72 | 530 ₹106 | 610 ₹122 |
| 10.00 | M&L for cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 117.2 | Cum | 4,300 ₹5,03,960 | 5,400 ₹6,32,880 | 3,950 ₹4,62,940 | 4,800 ₹5,62,560 | 4,000 ₹4,68,800 | 3,600 ₹4,21,920 Lowest |
Tender Value
₹24.2 L
EMD Value
₹48,400
Closing Date
30 Jan 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Chennai
GE Chennai 600 009
PROVN OF RAIN WATER HARVESTING INCLUDING RAIN WATER DRAIN AND CONNECTED WORKS AT CAMP-II UNDER GE CHENNAI
2026_MES_747937_1
8913/E8
Open Tender
Civil Works
Item Rate
120 days
GE Chennai
As per NIT
7 documents required · 7 mandatory
₹500
GE Chennai
₹48,400
Yes
2 Mar 2026
9 Jan 2026
6 Feb 2026
9 Jan 2026
30 Jan 2026
23 Jan 2026
Surface excavation not exceeding 30cm deep and averaging 15cm deep & getting out in hard & dense soil complete all as specfied and directed.
Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas exc 1.5m and not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas n. exc 1.5m deep and getting out in hard/ dense soil complete all as specified and as directed.
Excavation over areas exc 1.5m and not exceeding 3.00m deep and getting out in hard/ dense soil complete all as specified and as directed.
Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deep and n. exc 10 sqm on plan getting soft/loose soil complete all as specified and as directed.
Excavation in trenches exc 1.5m and not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deep and n. exc 10 sqm on plan and getting hard / dense soil complete all as specified and as directed.
Excavation in trenches n exc 1.5m wide and exc 1.5m and n. exc 3.00m deep and n. exc 10 sqm on plan getting hard/dense soil complete all as specified and as directed.
M&L for cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.
M&L for Brick work with sub class B bricks straight or curved on plan exc 6mtr mean radius in CM 1:6 using old size bricks complete all as specified and as directed.
Extra for forming fair finishing to drain or channel exceeding 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Extra for forming fair finishing to drain or channel exceeding 40 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Extra for forming fair finishing to drain or channel exceeding 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Extra for forming fair finishing to drain or channel exceeding 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
M & L for rendering 15mm thick in CM 1:4 on fair faces of brick/concrete surface finished fair and even without using extra cement complete all as directed.
Material and Labour for plain cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in coping, including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
Material and Labour for plain cement concrete (1:3:6) type C1 using 20mm graded stone aggregate as lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
M&L for Precast perforated cover slab 1:2:4, type B1 (using 20mm graded aggregate) in landings, cover slabs (for manholes etc.,) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4, for manholes etc complete all as specified and as directed.
M/L 10mm dia and over TMT bars as in reinforecment cut to length bent to shape required including cranking hooking ends and binding with mild steel wire( annealed) not less than 0.9 mm dia (or) securing with clips all as specified and as directed
M&L for loose filling with aggregates of broken bricks of gauge 40 to 80mm as in soakage pits, soakage wells etc complete all as specified and as directed.
S&F for PVC (SWR) pipes of 160mm dia inner bore single socketed in any length with rubber rings, laid in trenches and jointed complete all as specified and as directed.
M & L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested in for 150 /160mm dia pipe line and set in cement mortar complete all as specified and as directed.
S & F Framed work such as grills, steel gratings, etc.. Square shape fixed in recharge pits/ shaft/ drain wall above ground level to prevent leaf, dust particles etc inyto the shaft / drain complete all as specified and as directed.
Returning, filling in trenches including spreading, levelling watering and well ramming in layers not exceeding 25 cms in soil complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
S&F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. Fe-410- W(Gde- E-250) quality- A (cut to ordinary lengths i.e. Within 20mm of the length indicated) all as specified and directed.
S&F Steel work FE-410 in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.
M&L for Removing building materials etc. to a distance not exceeding 2.00Km , beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed.
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