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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAdmitted-Finance | ₹9.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.8 Cr+₹53.5 L (5.76%)Admitted-Finance | ₹9.8 Cr+₹53.5 L (5.76%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R. Vanlalhluna L2 | Lalduhawma L1 |
|---|---|---|---|---|---|
| 1.00 | Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. | 8,910 | cum | 170 ₹15,14,700 | 149 ₹13,27,590 Lowest |
| 2.00 | 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.
(i) For Grading I Material | 2,784.38 | sqm | 4,000 ₹1,11,37,520 | 3,885 ₹1,08,17,316.3 Lowest |
| 3.00 | Water Bound Macadam Sub-base/base
2) WBM Grading 2
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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 1,732.5 | Cum | 5,900 ₹1,02,21,750 | 5,500 ₹95,28,750 Lowest |
| 4.00 | 3) WBM Grading 3
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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means | 4,532.82 | Cum | 5,900 ₹2,67,43,638 | 5,500 ₹2,49,30,510 Lowest |
| 5.00 | Prime coat
(i) 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 1.2 - 1.5 kg/sqm using mechanical means as per Technical Specification Clause 502 | 60,973.69 | Cum | 100 ₹60,97,369 | 83 ₹50,60,816.27 Lowest |
| 6.00 | Tack coat
(iii) 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. | 60,973.69 | sqm | 29 ₹17,68,237.01 | 27.5 ₹16,76,776.48 Lowest |
| 7.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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.
By Manual means
Type B
(i) Bitumen (S-65) | 60,973.69 | sqm | 335 ₹2,04,26,186.15 | 332.8 ₹2,02,92,044.03 Lowest |
| 8.00 | Seal coat
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
Type A (ii) Bitumen (S-65) | 60,973.69 | sqm | 170 ₹1,03,65,527.3 | 158 ₹96,33,843.02 Lowest |
| 9.00 | Construction of earthen shoulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6,861.79 | sqm | 600 ₹41,17,074 | 550 ₹37,73,984.5 Lowest |
| 10.10 | AMC for 1st Year | 23.26 | kms | 40,000 ₹9,30,400 Lowest | 40,000 ₹9,30,400 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
29 Sept 2023, 6:00 pmClosed
CEO, Mizoram
Tuikhuahtlang Aizawl, Mizoram
Niawhtlang to Chakhang Road MZ 07 61
2023_MZPWD_128310_1
2/MiRRDA/RET/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Saiha, Mizoram
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Chief Executive Officer, MiRRDA
₹5.6 L
5 Oct 2023
23 Sept 2023
4 Oct 2023
23 Sept 2023
29 Sept 2023
23 Sept 2023
Amount
Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
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. (i) For Grading I Material
Water Bound Macadam Sub-base/base 2) WBM Grading 2 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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means
3) WBM Grading 3 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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Prime coat (i) 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 1.2 - 1.5 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack coat (iii) 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.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. By Manual means Type B (i) Bitumen (S-65)
Seal coat 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 Type A (ii) Bitumen (S-65)
Construction of earthen shoulder Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
AMC for 1st Year
AMC for 2nd Year
AMC for 3rd Year
AMC for 4th Year
AMC for 5th Year
R. Vanlalhluna
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