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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 LAccepted-AOC VILLAGE BAGIPUL POST OFFICE BUINI TEHSIL NIRMAND DISTT KULLU HP | L1 | Accepted-AOC Accepted/ Awarded being Ist Lowest | |
| 2 | L2₹37.0 L+₹18,585.95 (0.50%)Rejected-AOC 39 1 LASWAIKHAD PO BARYARA TEHSIL KOTLI DISTRICT MANDI PIN CODE 175052 | MANDI | HIMACHAL PRADESH | 175052 | L2 | Rejected-AOC Rejected due to 2nd lowest | |
| 3 | L3₹37.4 L+₹58,426.04 (1.59%)Rejected-AOC VILLAGE BROW P O RAMPUR TEHSIL NIMAND DISTT KULLU H P | RAMPUR | KULLU | HIMACHAL PRADESH | L3 | Rejected-AOC Rejected due to 3rd lowest |
Tender Value
₹39.8 L
EMD Value
₹80,000
Closing Date
27 Nov 2023, 5:30 pmClosed
EE Nirmand
Executive Engineer, Outer Seraj Division, HP.PWD. Nirmand
Providing and laying metalling and tarring and CD works on link road main road Kalaras to Kharai Km. 0/00 to 1/170. (SH- P/L metalling and tarring works in Km. 0/00 to 1/170).
2023_PWD_81613_4
No.-12016-26 Dated 03.11.2023
Open Tender
Civil Works
Item Rate
180 days
Nirmand
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
₹80,000
16 Jan 2024
20 Nov 2023
28 Nov 2023
20 Nov 2023
27 Nov 2023
20 Nov 2023
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 1 as per Technical Specification Clause 404 By manual means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.
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 by Mechenical Means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.
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 3 as per Technical Specification Clause 405 by Mechenical Means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.
Providing and applying priming coat with bitumen emulsion (SS-1) using bitumen distributor at the rate of 0.85 kg. (Zero point eight five Kilogramme) per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications clause of 502 including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor @ 0.275 kg (Zero point two seven five Kilogramme) per square metre of the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications of clause 503 including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.
Providing and rolling of open-graded premix carpet of 20mm (twenty milimetres) thickness composed of 13.2mm to 5.6 mm ( thirteen point two milimetre to five point six milimetre) coursed stone aggregates using paving bitumen @ 0.27 (Zero point two seven ) cubic metre per ten square metre(VG-10) grade 14.6 (forteen point six) kilogramme per ten square metre to required lines. Grades and levels to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller 80-100 KN capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specifications of Ministry of rural Development 2004 Clause 508,including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.
Providing and laying seal coat with bitumen (VG-10), grade @ 6.80 (six point eight zero) kilogramme per ten squaremetre and coursed sand @ 0.06 (zero point zero six) cubic metre per ten square metre sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall /camber using IRC Type B, as per Technical Specifications of Ministry of rural Development 2004 Clause 510. including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.
Deepak thakur
tilak dev kashyap
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