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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC VILLAGE MANDRI P O CHALAHAL SUB TEHSIL DHAMI DISTT SHIMLA SHIMLA HIMACHAL PRADESH | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹22.1 L+₹1.3 L (6.15%)Rejected-Finance VPO TEH BHARMOUR DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹23.0 L+₹2.1 L (10.3%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹24.8 L+₹4.0 L (19.0%)Rejected-Finance BLOCK A 16 SET NO 11 SDA COLONY VIKAS NAGAR SHIMLA 9 H P | L4 | Rejected-Finance L4 Bidder | |
| 5 | L5₹24.8 L+₹4.0 L (19.1%)Rejected-Finance | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹27.5 L
EMD Value
₹48,900
Closing Date
23 Nov 2021, 6:00 pmClosed
Executive Engineer
Shimla Rural Division HPPWD Dhami
SH- Providing and Laying G-I, C/O R/wall in km. 0/435 to 0/460, 0/480 to 0/500 and 0/575 to 0/600 and Hume pipe Culvert at Various Rds.
2021_PWD_53653_1
PW-SRDD-CB-CTR-21-11892 dated 03-11-2021
Open Tender
Civil Works - Roads
Item Rate
60 days
Dhami
as per tender documents
12 documents required · 12 mandatory
₹1,500
₹48,900
30 Jun 2022
17 Nov 2021
24 Nov 2021
17 Nov 2021
23 Nov 2021
17 Nov 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.as per the direction of Engineer-In-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.as per the direction of Engineer-In-Charge.
Providing and laying cement concrete 1:5:10 (one cement is to five sand is to Ten graded stone aggregate 40mm forty milimetre nominal size) and curing complete excluding cost of form work in foundation and plinth with pidilite or Dr.fixit water proofing treatment as per the direction of the Engineer-in-Charge but including carriage of materials up to all leads and lifts
Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-10 nominal mix 1:3:6 (1 cement : three sand : six graded stone aggregate twenty milimetre nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the same satisfaction and direction of Engineer-In-Charge.
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
Providing and laying flooring complete as per drawing and Technical specification liad over cement over cement concrete bedding.
Backfilling behind abutment wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts.
Providing and laying 100mm dia metre PVC pipe for wheep holes complete of approved quality Including carriage of material within all leads and lifts.
Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications
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 Mechanical Means
Karnail Singh
Champa sharma
vivek sharma
Chiranji Lal
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