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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹4.3 L (3.40%)Admitted-Finance 26 10 627 759 | TENKASI | TAMIL NADU | 627759 | ₹1.3 Cr+₹4.3 L (3.40%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N. Ravichandran L2 | A RAJADURAI L1 |
|---|---|---|---|---|---|
| 1.00 | Earth Work Ordinary Soil (SS20B) Earth Work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand or other loose soil, wet sand or silt not under water, light black cotton soil,sandy loam and ordinary soil including excavated earth (SS20B) | 520 | M3 | 75 ₹39,000 | 70.5 ₹36,660 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 388 | M3 | 70 ₹27,160 | 67 ₹25,996 Lowest |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam WMM specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 480 | M3 | 2,085 ₹10,00,800 | 2,023 ₹9,71,040 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 41 | M3 | 5,002 ₹2,05,082 | 4,855 ₹1,99,055 Lowest |
| 5.00 | Dismantling plain cement concrete cutting including cost and conveyance etc complete.(Twad 22-23 P-311) | 2,069 | M3 | 435 ₹9,00,015 | 419 ₹8,66,911 Lowest |
| 6.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2007 Of rubberized interlocking paver lock in size of minimum compressive strength of 40N mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 5,051 | M2 | 990 ₹50,00,490 | 960.5 ₹48,51,485.5 Lowest |
| 7.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications | 3,292 | NOS | 80 ₹2,63,360 | 75 ₹2,46,900 Lowest |
| 8.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications | 3,292 | M2 | 20 ₹65,840 | 17 ₹55,964 Lowest |
| 9.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 166 | M3 | 10,310 ₹17,11,460 | 10,010 ₹16,61,660 Lowest |
| 10.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg (50.030 X 10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5. | 100 | M3 | 10,800 ₹10,80,000 | 10,300 ₹10,30,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
20 Jan 2023, 3:00 pmClosed
Commissioner, Puliyangudi Municiplity
Commissioner, Municipal office, Puliyangudi 627855.
Providing of Paver Block , Restoration of damaged CC road and BT surface AT Kaladi North Cross street Unicode- 142018S063 Chidamparaperi Odai 1st,2nd,3rd,4th,5th street Unicode- 142032S112 Elavaniyar street Unicode.14200SR035 7th, 10th street U
2023_MAWS_278643_1
1843/2022/E1 dated 14.01.23
Open Tender
Civil Works - Roads
Works
180 days
Commissioner, uliyangudi municipality
class I
2 documents required · 2 mandatory
₹0
₹1.5 L
Municipal office
24 Jan 2023
4 Jan 2023
20 Jan 2023
4 Jan 2023
20 Jan 2023
4 Jan 2023
12 Jan 2023
Amount
Earth Work Ordinary Soil (SS20B) Earth Work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand or other loose soil, wet sand or silt not under water, light black cotton soil,sandy loam and ordinary soil including excavated earth (SS20B)
Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam WMM specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Dismantling plain cement concrete cutting including cost and conveyance etc complete.(Twad 22-23 P-311)
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2007 Of rubberized interlocking paver lock in size of minimum compressive strength of 40N mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg (50.030 X 10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
Road marking with Hot applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous surface. Providing and laying of Hot applied Thermoplastic compound 2.50mm thick including Reflectorising Glass Beads at 250gms per Sqm area, thickness of 2.50mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes.
Providing and errecting direction and place identification retro- reflectorised sigh as per IRC : 67-2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.50mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75X75X6mm firmly fixed to the ground by means of properly designed formation with M15 grade cement on size 45X45X60cm, 60cm below ground level as per approved drawing.
Supplying and errecting of steel centring for sides and soffits including supports and struting complete upto 3.29m height and plane surfaces such a RCC slabs rectangular Beam,TEE or ELL Beam Lintels , Bed blocks, Staircase waist and landing beams, canopy etc., with all cross brassings using mild steel sheets of size 25x25x3mm for boarding and over silver oak(cw) joists of size 10x6.5cm spaced at about 90cm c/c and supported by causrina props of 10 to 13 cm dia spaced at 75cm c/c etc., complete complying with standard specification and as dirrected.
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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
N. Ravichandran
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