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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.7 LAccepted-AOC | ₹13.7 L | 1 | Accepted-AOC Lowest Amount Quoted BY P K.SUBRAMANIAM CONTRACTOR |
| 2 | 2₹13.7 LRejected-Finance | ₹13.7 L | 2 | Rejected-Finance Lowest Amount Quoted BY P.K.SUBRAMANIAM CONTRACTO |
| Sl No | Description | Qty | Unit | SREE VALLI AND CO L2 | P.K.SUBRAMANIAM CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification. Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 65 | M3 | 265 ₹17,225 | 263.7 ₹17,140.50 |
| 2.00 | Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 54 | M3 | 393 ₹21,222 | 392.8 ₹21,211.20 |
| 3.00 | Medium rock and dence medium rock not requiring blasting | 54 | M3 | 346 ₹18,684 | 345 ₹18,630 |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement,four sand and eight aggregate) mix using 40mm gauge hand broken hard granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm well rammed etc., complete complying with standard specifications. | 23 | M3 | 5,562 ₹1.3 L | 5,561.8 ₹1.3 L |
| 5.00 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. Upto 3.30m below G.L & above G.L-Curved surface. | 154 | M2 | 1,628 ₹2.5 L | 1,627.6 ₹2.5 L |
| 6.00 | From 3.30m to 4.30m above floor slab- curved surface | 30 | M2 | 1,664 ₹49,920 | 1,663.8 ₹49,914 |
| 7.00 | Upto 3.30m above G.L - plain surface. | 37 | M2 | 1,086 ₹40,182 | 1,085 ₹40,145 |
| 8.00 | Upto 3.30m above floor slab - circular column | 2 | M2 | 2,172 ₹4,344 | 2,170 ₹4,340 |
| 9.00 | Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers. | 2,750 | KG | 92 ₹2.5 L | 91.8 ₹2.5 L |
| 10.00 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. a)Up to 1.50 m depth below GL | 5 | M3 | 9,166 ₹45,830 | 9,165 ₹45,825 |
Updated dates
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
5 Nov 2025, 3:00 pmClosed
Executive Officer
Siruvani main road Pooluvapatti town panchayat
construction of 1.00 LL Capacity of Sump at ward no 5 Pooluvapatti Sandy inner in Pooluvapatti town panchayat
2025_DTP_618443_1
215-2/2025
Open Tender
Civil works
180 days
Pooluvapatti
as per norms
2 documents required · 2 mandatory
₹0
₹17,000
23 Mar 2026
29 Oct 2025
5 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
29 Oct 2025 - 5 Nov 2025
Amount
Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification. Hard stiff clay, stiff black cotton, hard red earth, shales etc.
Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting
Medium rock and dence medium rock not requiring blasting
Plain Cement Concrete 1:4:8 (one cement,four sand and eight aggregate) mix using 40mm gauge hand broken hard granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm well rammed etc., complete complying with standard specifications.
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. Upto 3.30m below G.L & above G.L-Curved surface.
From 3.30m to 4.30m above floor slab- curved surface
Upto 3.30m above G.L - plain surface.
Upto 3.30m above floor slab - circular column
Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers.
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. a)Up to 1.50 m depth below GL
b)Above 1.50 m up to 4.50m depth below GL
c) Up to 4.50m depth above GL
R.C.C Ladder should be made of two ribs of size 0.075 x 0.075 at 30mm c/c. The concrete should be of M20, 8mm RTS rod 4 nos. For ribs with 8mm RTS stirrups at 30cm and 8mm RTS 2 nos.For steps with 4 nos. rods as distribution including cost and conveyance of all other labour and material charges to site etc., complete.
Supplying and fixing in position of 0.75 x 0.75 m size water tight C.I Manhole frame with cover of approved pattern at the roof slab including the cost of men & materials complying with standard specification and as directed by the Engineers.
Painting the new walls two coats over one coat of priming with best Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications.
Supplying and fixing MS grillas directed by the departmental officers inclusive of cost of MS grill and labour charges including one coat of red oxide and fixing in position etc. complete (as per schedule of rates) as per standard specification
Supply and delivery of Open well Submersible pump set(10 HP Duty 800 x 40) conforming to IS 14220/2002 and as amended and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump subitable for installation in sump with 1.1 KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve lacated at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 rpm, 3 phase, 50 Hz (±5), 415V +6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation.
Supply and delivery of 3 Phase Panel Board - Star Delta with Three Level guard and Auto start including all cost and labour charges etc
Supply and delivery of following GI Pipe and specials including all cost and labour charges etc.... 1) Supply of "3" GM Pipe (Medium) "B "lass
2) Supply of "3" GM Non Return Valve
3)Supply of "3" GI Bend
4) Supply of "3" GI Coupling
5) Supply of "3" GI Flannge set
6) Supply of "3" Clamp set heavy
7) Supply of "2"Hex nipple
Supply and delivery of followng electrical materials including all cost and labour charges etc.... 1) 4 sqmmcopper cable
2) Supply of 63 AMPS TPN metal clad Main switch
3) Wooden stater board 30" x 18 "
4) 100 AMS Fuse Carrier
5) 5 KVAR Capaciter
Labour charges for erection of horizontal Shaft, centrifugal Pumpset (coupled / Monoblock) in Borewell / Openwell including fixing of suction pipe and food valve upto maximum depth 7 Metres and delivery pipes to the required lenght with valves, pressure gauge upto the exterior wall of pump room and erection of panel board conssiting of TPIC siwches, starter, Voltmeter, Ammeter, Capacitor, single phasing preventor and laying and joining of the cables and twin earthing asper IE rules including providing bed blocks erc., complete and operating the pumps and trail run for 10 days including signing of completion of reports as required by EB authorities
Construction of Brick Masonry BED and fixing of M.S.Kiosk BOX of Size 1.50x1.50x1.80Mncluding all cost and labour charges etc as per standard specification etc.
Supply and run of 4x6 sq.mm (84/0.30) PVC insulated SC unsheathed CU.Conductor of 1100 V Grade in 32mm dia GI pipe (Class ;B') Suitably bent at both ends with Necessary angle iron up right and end supports for main. (SD 73)
Supply and run of 4x6 sq.mm (84/0.30) PVC insulated SC unsheathed CU.Conductor of 1100 V Grade on 7/20 GI bearer wire for Service connection main.(SD 68)
Earth work excavation for foundation in all soils and sub soils wherver necessary as per SS 20 B etc.,compacting including all charges etc., complete as per standard specification.
Cost and Supply of 90mm HDPE PN 6 including all Labour charges etc
Laying and jointing of 90mm HDPE PN 6 including all Labour charges etc
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Refilling the excavated earth other than sand including all labour charges for refilling the earth etc.,
SREE VALLI AND CO (BID ID -1503860)
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