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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.2 LAccepted-AOC VILLAGE CHANTHO PO PRATHA TEHSIL AND DISTRICT SOLAN HP | L-1 | Accepted-AOC Lowest Tender | |
| 2 | L-2₹8.5 L+₹1.3 L (18.8%)Rejected-AOC HIMACHAL PRADESH HP | L-2 | Rejected-AOC Not Lowest | |
| 3 | L-3₹8.5 L+₹1.3 L (18.8%)Rejected-AOC NOT AVAILABLE | L-3 | Rejected-AOC Not Lowest | |
| 4 | L-4₹8.6 L+₹1.5 L (20.4%)Rejected-AOC | L-4 | Rejected-AOC Not Lowest | |
| 5 | L-5₹8.6 L+₹1.5 L (20.9%)Rejected-AOC | L-5 | Rejected-AOC Not Lowest |
Tender Value
₹7.0 L
EMD Value
₹14,100
Closing Date
6 Nov 2019, 4:00 pmClosed
EE HPPWD Kasauli
EE HPPWD Kasauli
Restoration of rain damages on Johar Ji Mallha road in km 0/0 to 27/465 SH C/O Retaining Wall at RD26/175 to 26/190
2019_PWD_32211_1
No/PW/Ksli/NIT-19-20-10770-79 dt 11/10/19
Open Tender
Civil Works
Item Rate
90 days
Kasauli
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
EE Kasauli
₹14,100
14 Apr 2020
23 Oct 2019
7 Nov 2019
23 Oct 2019
6 Nov 2019
23 Oct 2019
Amount
Earth work in excavation in ordinary soil in all depths for structure as per drawing and technical specification for rural road specification clause 305.1(Three hundred Five point One) & 1104 (one one zero four) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock, the work shall be executed with chiseling, wedging out rock (where blasting is prohibited). All earth work in excavation shall be carried out true to line, grade, level, side slope, width, as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge if the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring, rain seepage and other causes, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.
Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated in / under water and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.
Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
VIKAS KUMAR
ANKUSH KUMAR
CHINT RAM SHARMA
Maya Dutt
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