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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC VILLAGE CHAKNOL P O DEORI KHANETI TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC Awarded to lowest bidder | |
| 2 | L2₹10.8 L+₹50,811.30 (4.92%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹9.9 L
EMD Value
₹19,800
Closing Date
13 Sept 2021, 6:00 pmClosed
Executive Engineer
Division HPPWD Kotkhai
C/o, B/Wall at R.D. 0/700 to 0/713, C/o RCC Hume Pipe Culvert at R.D. 0/065 alongwith wing walls, providing and laying kharanja stone soling in various reaches and C/o unlined drain in K.M. 0/00 to 0/700
2021_PWD_52030_1
PW-KD-E-Tender/2021-22-3358-60 dt 31-08-2021
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹19,800
1 Feb 2022
7 Sept 2021
14 Sept 2021
7 Sept 2021
13 Sept 2021
7 Sept 2021
Amount
Excavation in soil in hilly area by mechanical mean including cutting and trimming of side slops and disposing of excavated earth with a lift up to 150 meter and a lead up to 20 meter as per drawing and technical specification.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by 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, & 1203.in cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts, As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clause 702, 704, 1202, 1203, coursed rubble masonry (2nd sort) in cm 1:3.including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random rubble masonry in Cement mortar 1:6. including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Construction of dry rubble masonry in breast wall, retaining walls/Revetment wall and parapets etc. for sub structure and super structure compete as per drawing and technical specification clauses704.6 & 1302.5.including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Providing weep holes in brick/masonry /stone masonry/plain rain forced concrete abutment wing wall return wall with 100 mm dia pvc pipe extending through the full with of the stricter with stop of 1(V) :20 (H) towards drawing face complete as per drawing and technical specification.
Providing and laying rain force cement pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation protection work, backfilling , concrete and masonry work in head walls and parapets clause 1108. 900 mm dia.
Preparation of sub-grade by dressing to camber (Earth work for cutting involved for sub- grade to be paid for separetly )depending upon the calssification of soil including all lead and lifts as per HPPWD , specification of 1990 volume -1 as directed by Engineer -in- charge
Consolidation of sub grade with road rolled including making good the undulation etc with earth or quarry soil etc and rerolling the sub-graded. all lead and lifts as per HPPWD , specification of 1990 volume -1 as directed by Engineer -in- charge
Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials all lead and lifts as per HPPWD , specification of 1990 volume -1 as directed by Engineer -in- charge
construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site including all leads and lifts as per direction by the Engineer-In-Charg
NARESH TAJTA
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