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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC NO 14 VINAYAGAR KOIL STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.4 L+₹7,410.50 (0.40%)Rejected-Finance NO 03 4TH CROSS STREET SOURI NAGAR DHARMAPURI PUDUCHERRY 605609 | 605609 | L2 | Rejected-Finance L2 | |
| 3 | L3₹20.2 L+₹1.8 L (9.98%)Rejected-Finance NO 23 SCHOOL STREET METTUPALAYAM PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | L3 | Rejected-Finance L3 | |
| 4 | L4₹21.3 L+₹2.9 L (15.9%)Rejected-Finance PUDUCHERRY 605005 | PONDICHERRY | PUDUCHERRY | 605005 | L4 | Rejected-Finance L4 | |
| 5 | L5₹21.9 L+₹3.5 L (19.2%)Rejected-Finance NO 22 PUDHU NAGAR MUTHUPILLAIPALAYAM OULGARET POST PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | L5 | Rejected-Finance L5 |
Tender Value
₹22.2 L
EMD Value
₹44,444
Closing Date
21 Jun 2024, 3:30 pmClosed
The Commissioner, OM
II cross, Jawahar Nagar, Puducherry-5
Providing cement concrete road and drainage facilities to the Tholkappiar street, Ashok Nagar in Lawspet Constituency, Puducherry
2024_DLA_15804_1
OM/e-tenders/006/2024-25
Open Tender
Civil Works
Works
120 days
LAWSPET
Please refer tender document
3 documents required · 3 mandatory
₹525
₹44,444
6 Sept 2024
14 Jun 2024
21 Jun 2024
14 Jun 2024
21 Jun 2024
14 Jun 2024
Amount
Code No. 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil.
Code No. 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Code No.4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto pliehlevel - 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20mm nominal size)
Code No.4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto pliehlevel - 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 20mm nominal size)
Code No. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No. 4.3.1 Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns.
Code No. 5.12 Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No. 5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
Code No. 5.28 Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS : 1838 , including cost of m primer , sealing compound in expansion joints
Code No. 10.25.1 Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete
Code No. 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
Code No. 13.16.1 6mm cement plaster of mix - 1:3 (1cement : 3 fine sand)
Code No.15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Code No.15.3 Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead.
Code No.16.68 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complete.
Code No. 2.5.1B Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking unserviceable materials separately by manual serviceable and means Granular courses
Code No. 3.30 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310
Code No. NPSR Fabrication, supply and fixing of village/informatory name board of size 1.06mts x 0.61mts. The width of the board is tapered at 0.80mts upto 1.06mts to give the triangular shape at one end with high intensity reflective sheeting of required color encapsulation on aluminium sheet of not less than 2mm thick suitably supported and framed with 25mmx 25mmx 3mm AISI 316 grade stainless steel angle and the board frame is supported alround with AISI 316 grade stainless steel pipe of 38.10mm dia (outer dia & 2mm wall thickness). The Village names/street names, lettering and symbols will be provided by High Intensity grade white sheeting. The board is supported by Two Nos. of 63.5mm dia post S.S pipes for 2.0mts height with same dia Dummy plate arrangement at the top. The board frame and post pipes are welded by Tig welding with necessary polishing etc, and M.S pipe of 50mm dia for a length of 35cm well be welded at the bottom of the posts and fixed in a ground pit of size 0.45x045x0.45mts with P.C.C 1:2:4. Rate including all the materials, S.S welding, Grinding, Polishing, fabrication charges, conveyance etc expect Earth work and P.C.C charges, complete.
S Sakthivel
EZHILAN B
A KRISHNAN
murugan.l
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