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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₹5.2 LAccepted-AOC NO 11 6 H M T COLONY THIRUVALLUVAR NAGAR PATCHUR KARAIKAL 609 602 | KARAIKAL | PUDUCHERRY | 609602 | L1 | Accepted-AOC The tender has been accepted by the Commune Panchayat Council. | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-The contractor is not having valid Puducherry PWD, Registered Contractor licence, Hence this tender could not be admitted. |
| Sl No | Description | Qty | Unit | M.ARUMUGAM L2 | K.KAVITHA L1 |
|---|---|---|---|---|---|
| 1.00 | Code No.3.14 Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means. | 300 | 1 Sqm (one Square metre) | 40 ₹12,000 | 8 ₹2,400 Lowest |
| 2.00 | Code No.4.92.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | 23 | 1 Cum (one Cubic Metre) | 3,500 ₹80,500 | 3,000 ₹69,000 Lowest |
| 3.00 | Code No.5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision) | 300 | 1 Sqm (one Square metre) | 40 ₹12,000 | 20 ₹6,000 Lowest |
| 4.00 | Code No.5.7A Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade | 12 | 1 Cum (one Cubic Metre) | 11,000 ₹1,32,000 | 10,000 ₹1,20,000 Lowest |
| 5.00 | Code No. 2.8.1 Earthwork 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 | 31 | 1 Cum (one Cubic Metre) | 200 ₹6,200 Lowest | 200 ₹6,200 Lowest |
| 6.00 | Code No. 2.27 Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete | 4 | 1 Cum (one Cubic Metre) | 2,500 ₹10,000 | 1,000 ₹4,000 Lowest |
| 7.00 | 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 plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) | 6 | 1 Cum (one Cubic Metre) | 6,000 ₹36,000 | 5,000 ₹30,000 Lowest |
| 8.00 | Code No. 4.3.2 Centring and shuttering including strutting, propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 38 | 1 Sqm (one Square metre) | 600 ₹22,800 | 300 ₹11,400 Lowest |
| 9.00 | Code No. 4.4.2 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing - 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 28 | 1 Cum (one Cubic Metre) | 7,500 ₹2,10,000 | 7,000 ₹1,96,000 Lowest |
| 10.00 | Code No. 7.4 . MO Reinforced Cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforcement concrete work in slab excluding steel reinforcement, but including centering ans shuttering, laid in position. | 1.5 | 1 Cum (one Cubic Metre) | 12,500 ₹18,750 | 11,000 ₹16,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹9,130
Closing Date
19 Sept 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Commissioner
Commune Panchayat
Improvements to the Edatheru extension road temple staff residing area in Thirunallar.
2024_DLA_16515_1
12/TNRCP/e-Tender/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Thirunallar
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
₹9,130
10 Sept 2025
10 Sept 2024
19 Sept 2024
10 Sept 2024
19 Sept 2024
10 Sept 2024
Amount
Code No.3.14 Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means.
Code No.4.92.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
Code No.5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
Code No.5.7A Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade
Code No. 2.8.1 Earthwork 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. 2.27 Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
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 plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No. 4.3.2 Centring and shuttering including strutting, propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Code No. 4.4.2 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing - 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Code No. 7.4 . MO Reinforced Cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforcement concrete work in slab excluding steel reinforcement, but including centering ans shuttering, laid in position.
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 plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No.7.6C.MO Steel reinforcement for R.C.C. work including bending ,binding and placing in position – Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
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.13.1.1 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
Code No.13.37.1 White washing with lime to give an even shade - new work (three or more coats)
M.ARUMUGAM
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_16859.pdf
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