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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.5 CrAdmitted-Finance CONTRACTOR PARAMATHI NAMAKAKAL | ₹2.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Alli L1 | MSV Construction L1 |
|---|---|---|---|---|---|
| 1.00Upgradation to the road from Velikadu to Seradi Road Km 0/0- 2/100 H/o.Gundaninadu (R307) | |||||
| 2.00 | Clearing light jungle including cutting scrubs and other vegetation and depositing them beyond the road as directed by the deptl. Officers including labour and all other incidental charges etc. Complete | 3,654 | SQM | - | - |
| 3.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | |||||
| 4.00 | KM 0/0 -1/0 | 304.86 | Cum | - | - |
| 5.00 | KM 1/0 - 2/0 | 306.48 | Cum | - | - |
| 6.00 | KM 2/0 - 2/100 | 31.62 | Cum | - | - |
| 7.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | |||||
| 8.00 | KM 0/0 -1/0 | 381.09 | Cum | - | - |
| 9.00 | KM 1/0 - 2/0 | 383.12 | Cum | - | - |
| 10.00 | KM 2/0 - 2/100 | 39.53 | Cum | - | - |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
3 Jul 2020, 4:00 pmClosed
Project Direcotr
DRDA Namakkal
1 road work at Kolli Hills block in Namakkal District under SCPAR 2019-20 Package No.10
2020_RDTN_169616_10
3121/2019/A8
Open Tender
Civil Works - Roads
Item Rate
180 days
Kolli Hills
As per schedule
3 documents required · 3 mandatory
₹0
₹2.5 L
Yes
DRDA Namakkal
7 Jul 2020
25 Jun 2020
3 Jul 2020
25 Jun 2020
3 Jul 2020
26 Jun 2020
25 Jun 2020
Amount
Upgradation to the road from Velikadu to Seradi Road Km 0/0- 2/100 H/o.Gundaninadu (R307)
Clearing light jungle including cutting scrubs and other vegetation and depositing them beyond the road as directed by the deptl. Officers including labour and all other incidental charges etc. Complete
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
PREMIX CARPET WITH SEAL COAT TYPE ' A ' using Paver machine - Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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 them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete
Collection and supply of Gravel approved quarry an average lead 1KM including cost and conveyance of all metrials to site and labour charges and staking them to departmental gauge to premeasurement to departmental officer and stacking charges at site etc., comple
Earthworkexcavation and depositing on bank with initial lead of 10 m and lift of 2m in Hard stiff clay stiff black cotton ,hard red earth ,shales ,murram, gravel, stoney earth and earth mixed with small size boulders as per SS 20 A etc complete
Construction of Embankment/ Sub grade the Excavated Earth with Consolidation with power roller rolling including all Charges etc. complete. (Using Cutting Earth)
1.50 m Span - 5 Nos. (Ch.150m, 265, 465m, 670m, 835)
Earth work Excavation for structures upto 3m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious mattar, dressing of sides and bottom and back filling with approved material.
Providing and laying concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202 & 1203 Foundation concrete 1 : 4 :8
Stone Masonry in cement mortar in foundation of head walls complete as per drawing and MORD technical specificaiton clause 1109 in Cement mortar 1:5
Suppling,erecting and steel centering for following plain surfaces with standard specification
Suppling,erecting and steel centering for following plain surfaces with standard specification
Providing and laying cement concrete in super structure as per drawing and MORD technical specification clause 800, 1205.4 & 1205.5 (CC 1:2:4) For bed block over Abutment
Providing plain reinforced concrete in super structure complete as per drawings and MORD technical specification clause 800, 1205.4 & 1205.5 Design mix M 25 for deck slab (CC 1:1.5:3)
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD
Plastering with cement mortar (1:4 ) 12mm thick on masonry work in sub-structure as per MORD technical specification clause 613.4 & 1204
1.50 m Span - 2 Nos. (Ch.1040m,1480m)
Earth work Excavation for structures upto 3m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious mattar, dressing of sides and bottom and back filling with approved material.
Providing and laying concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202 & 1203 Foundation concrete 1 : 4 :8
Stone Masonry in cement mortar in foundation of head walls complete as per drawing and MORD technical specificaiton clause 1109 in Cement mortar 1:5
Stone Masonry in cement mortar in foundation of head walls complete as per drawing and MORD technical specificaiton clause 1109 in Cement mortar 1:5
Suppling,erecting and steel centering for following plain surfaces with standard specification
Providing and laying cement concrete in super structure as per drawing and MORD technical specification clause 800, 1205.4 & 1205.5 (CC 1:2:4) For bed block over Abutment
Providing plain reinforced concrete in super structure complete as per drawings and MORD technical specification clause 800, 1205.4 & 1205.5 Design mix M 25 for deck slab (CC 1:1.5:3)
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD
Plastering with cement mortar (1:4 ) 12mm thick on masonry work in sub-structure as per MORD technical specification clause 613.4 & 1204
3.00 m Span - 1 No. (Ch.1290m)
Earth work Excavation for structures upto 3m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious mattar, dressing of sides and bottom and back filling with approved material.
Providing and laying concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202 & 1203 Foundation concrete 1 : 4 :8
Random Rubble masonry in cement morter 1:5-using new rough and bond stones including cost and conveyance of all materials , labour charges and simultaneous pointing the joints in same morter etc.,complete.
Random Rubble masonry in cement morter 1:5-using new rough and bond stones including cost and conveyance of all materials , labour charges and simultaneous pointing the joints in same morter etc.,complete.
Suppling,erecting and steel centering for following plain surfaces with standard specification
Suppling fabricating and placing in position of steel reinforcement as per design given by department and as per specification. As per calculation
Cement concrete 1:2:4-using 20mm ISS HBGS jelly including cost of laying and curing but excluding the cost of centering and steel etc., complete.
Cement concrete 1:11/2:3-using 20mm ISS HBGS jelly for all R.C.C works including cost of laying and curing but excluding the cost of centering and steel etc., complete.
Plastering in cement morter 1:4-12mm thick in all floors with standard specification
Retining wall
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2m in Hard stiff clay stiff black cotton ,hard red earth ,shales ,murram, gravel, stoney earth and earth mixed with small size boulders as per SS 20 B etc complete
Cement concrete 1:4:8-using 40mm iss hbgs including cost and conveyance of all materials and labour charges etc. complete.
DRY STONE MASONRY USING NEW ROUGH STONES INCLUDING COST AND CONVENCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC COMPLETE
Random Rubble masonry in cement morter 1:5-using new rough and bond stones including cost and conveyance of all materials , labour charges and simultaneous pointing the joints in same morter etc.,complete.
Plastering in cement morter 1:4-20mm thick in all floors with standard specification
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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