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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC VILLAGE AND P O MANGOO TEHSIL ARKI DISTT SOLAN | SOLAN | HIMACHAL PRADESH | 171102 | ₹41.8 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹43.0 L+₹1.2 L (2.80%)Rejected-Finance | ₹43.0 L+₹1.2 L (2.80%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹43.5 L+₹1.7 L (4.12%)Rejected-Finance H NO 9 1 JATHOGH CANTT TOTU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹43.5 L+₹1.7 L (4.12%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹44.0 L+₹2.2 L (5.30%)Rejected-Finance | ₹44.0 L+₹2.2 L (5.30%) | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹45.9 L+₹4.1 L (9.85%)Rejected-Finance | ₹45.9 L+₹4.1 L (9.85%) | L5 | Rejected-Finance 5th lowest |
Tender Value
₹38.7 L
EMD Value
₹65,700
Closing Date
24 Sept 2020, 5:00 pmClosed
EE Dhami
Shimla Rural Division HPPWD Dhami
SH- Providing W metal beam crash barrier in km 10/800 to 11/180, 11/480 to 11/880, 12/648 to 12/744, 13/180 to 13/400 and PCC R/wall in km 10/810 to 10/825 , 11/550 to 11/565, 12/648 to 12/663 and edge wall
2020_PWD_40632_1
PW-SRDD-CB-CTR-2020-21-7848 dated 29-08-2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Dhami
as per SBD
12 documents required · 12 mandatory
₹1,500
EE Dhami
₹65,700
16 Mar 2021
14 Sept 2020
25 Sept 2020
14 Sept 2020
24 Sept 2020
14 Sept 2020
Amount
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lift as per drawing and MORD technical specifications cluse 1603.1 including carriage of materials within all leads and lift complrte as per the direction of the Engineer in charge.
Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classifications of soil comprising of ordinary soil, ordinary rocks, hard rocks, chiselling/ wedging out of rock ( where blasting is prohibated ) as per drawing and MORD technical specification clause 305.1,1104 and 1606.1 and as per direction of Engineer-In-Charge Including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and diposal upto all laeds and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150 mm (One hundred fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including carriage of materials within all lead and lifts.
Providing and laying cement concrete 1:6:12 (one cement isto six sand isto twelve graded crushed stone aggregate crushed 40 mm( forty milimetre nominal size) for plain /reinforced concrete mechnically mixed and vibrated in open foundations complete as per drawings and technical specifications clause 802,803,1202 and 1203 and curing complete including carriage of materials within all leads and lifts and as per the direction of Engineer-In-Charge.
Providing and laying cement concrete for Plan / reinforced conc. In open foundation complete as per drawing and technical specification clause - 802,803,1202 & 1203.in P.C.C grade M-20 (1.2.4. nominal mix 20mm ) Including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.
Providing and Laying cement concrete for plain / reinforced conc. In open foundation complete as per drawing and technical specification clause-802, 803, 1202 & 1203 in Cement Concrete 1:4:8 (1 Cement : 4 sand: 8 graded stone Aggregate 20 mm nominal mix) using vibrater including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 Including carriage of material upto all leads and lifts as per the direction of Engineer -in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granular material, Including carriage of material within all leads upto leads as per the direction of Engineer-in-Charge.
Providing and erecting a "W"metal beam crash barrier comprisingof 3mm thick corrugated sheet metal rail 70 cm. above road/ground level fixed on ISMC series channel vertical post 150x75x5 mm spaced 2.0 m center to center,1.8 m high,1.1 m below ground /road level, all steel part and fitments to be galvanised by hot dip process, all fitting to conferms to IS:1367 and Is:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm,330mm long complete as per clause 810 including high intensity grade all weather proof reflective sheeting multi colour tape fixed with mechanical means with high visible(cautionary) from long distance i.e. in fog prone area, black spot point and narrow curve etc. including carriage of material upto all leads and lifts as per the directions of Engineer in Charge.
Ankit Sharma
Sanjeev Kumar Aggarwal
Conter
rajinder
Lalit Sharma
BUILDWELL CONSTRUCTION
Ramesh Dutt
NAND LAL CHAUHAN
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