Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹13.8 L (12.6%)Admitted-Finance | ₹1.2 Cr+₹13.8 L (12.6%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹21.4 L (19.6%)Admitted-Finance | ₹1.3 Cr+₹21.4 L (19.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | akbar L1 | Daybro constructions L2 | DE LIMRA BUILDCON LLP L3 |
|---|---|---|---|---|---|---|
| 1.001.1.CONSTRUCTION OF ROAD | ||||||
| 1.01 | 4.1.A.3 : Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 523.69 | cum | 3,005.85 ₹15,74,127.57 Lowest | 4,000 ₹20,94,752 | 4,500 ₹23,56,596 |
| 1.02 | 4.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead | 202.12 | cum | 3,336.87 ₹6,74,464.85 Lowest | 3,500 ₹7,07,437.5 | 3,800 ₹7,68,075 |
| 1.03 | 5.1.1a : Prime Coat :-
Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,347.5 | sqm | 70.99 ₹95,659.03 Lowest | 75.99 ₹1,02,396.53 | 80.99 ₹1,09,134.03 |
| 1.04 | 5.2.3a : Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,347.5 | sqm | 13.94 ₹18,784.15 Lowest | 18.94 ₹25,521.65 | 20.94 ₹28,216.65 |
| 1.05 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
(II)Bitumen (S-65) | 1,347.5 | sqm | 181.22 ₹2,44,193.95 Lowest | 190 ₹2,56,025 | 200 ₹2,69,500 |
| 1.06 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A.By Manual Means:-
Case - III : Type C
(II)Bitumen (S-65) | 1,347.5 | sqm | 76.45 ₹1,03,016.38 Lowest | 79.54 ₹1,07,180.15 | 82.54 ₹1,11,222.65 |
| 1.071.2.CONSTRUCTION OF ROAD | ||||||
| 1.08 | 51.2.3 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 679.14 | cum | 902.53 ₹6,12,944.22 Lowest | 950.33 ₹6,45,407.12 | 980.53 ₹6,65,917.14 |
| 1.09 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 203.84 | cum | 8,540.67 ₹17,40,938.71 Lowest | 9,000 ₹18,34,569 | 9,500 ₹19,36,489.5 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
23 Sept 2021, 6:00 pmClosed
Manager Subcontract
KEL Kochi
RE TARRING AND DRAINAGE CONSTRUCTION OF MUTHALAMAD KALIKADAVU ROAD IN VENGARA GRAMA PANCHAYATH
2021_KEL_439836_1
KRO/ BDC/928/2021
Open Tender
Civil Works - Roads
Item Rate
510 days
KEL Kochi
As per NIT
6 documents required · 6 mandatory
₹5,900
₹50,000
Yes
30 Sept 2021
16 Sept 2021
25 Sept 2021
16 Sept 2021
23 Sept 2021
16 Sept 2021
16 Sept 2021 - 23 Sept 2021
Amount
1.1.CONSTRUCTION OF ROAD
4.1.A.3 : Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material
4.9 : Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a : Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a : Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II)Bitumen (S-65)
5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means:- Case - III : Type C (II)Bitumen (S-65)
1.2.CONSTRUCTION OF ROAD
51.2.3 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.SIDE PROTECTION
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3. DRAINAGE
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
LS FOR UNFORESEEN ITEMS
CEMENT:Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
BITUMINOUS MACADAM: Quantity by level calculation & reporting to CTE as per norms
STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
Daybro constructions
DE LIMRA BUILDCON LLP
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.65 MB
BOQ_625350.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .