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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | L1 | Accepted-AOC Awarded | |
| 2 | L2₹36.6 L+₹6.7 L (22.5%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹36.7 L+₹6.8 L (22.9%)Rejected-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹36.8 L+₹7.0 L (23.3%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest |
Tender Value
Refer Docs
EMD Value
₹80,600
Closing Date
3 Feb 2022, 4:00 pmClosed
Executive Engineer Division No-IHPPWD Shimla-3
Executive Engineer Division No-IHPPWD Shimla-3
C/O Retaining walls, breast walls and 3 Nos Hume pipe Culverts between Rd. 0/00 to 1/500)(Under SCCP)
2022_PWD_56090_10
SD-I-CTR-Tender-2021-22- 23356 dt 17-01-2022
Open Tender
Civil Works
Item Rate
90 days
Shimla
As Per SBD
15 documents required · 15 mandatory
₹2,000
₹80,600
7 May 2024
28 Jan 2022
4 Feb 2022
28 Jan 2022
3 Feb 2022
28 Jan 2022
Amount
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per drawing and Technical Specification Clause 1603.1 including carriage carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Earth work in excavation for all type of road structures such as retaining walls, breast walls, culvers, drains and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rocks, hard rocks, chiselling/wedging out of rocks,(where blasting is prohibited) as per drawing and MORD technical specifications Clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads 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 150mm (One hundred fifty milimetre) 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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (one cement : five coarse sand): ten graded stone aggregate 40 mm (forty milimetre ) nominal size including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Cement Mortar 1:4:8(One cement:Four sand:Eight graded stone aggregate 20mm (twenty milimetre) nominal size).
Backfilling behind abutment, wing wall and return wall complete as per specification clause 1204.3.8 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a) Granular material.
Providing weep holes in Breast wall/Retaining wall on stone masonry with 100mm (One hundred milimetre) & P.V.C. pipe with slop of 1:20 to wards the face complete as per drawing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying reinforced/cement 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 work back filling concrete and masonry work in head walls and parapets clause 1108 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a) 900mm (Nine hundred milimetre)dia.
Man mohan thakur
Sanjeev Kumar
DEV RAJ KAPTA
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tech_bid_open.pdf
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