Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC GUNAI RUHA DHARGHAT KUNANA ROAD IN KM 0 00 TO 2 300 SH C O ROAD JEEPABLE STANDARD TO 5 7 MTR IN KM 0 00 TO 2 300 900MM DIA RCC HPC AT RD 1 800 UNDER MNP TENDER ID 2024 PWD 88502 1 | L1 | Accepted-AOC Ok | |
| 2 | L2₹3.6 L+₹21,690 (6.39%)Rejected-AOC | L2 | Rejected-AOC Ok | |
| 3 | L3₹3.8 L+₹44,627 (13.1%)Rejected-AOC R O PRIMTA NIWAS GAHAN SANJAULI SHIMLA 171006 | SHIMLA | HIMACHAL PRADESH | 171006 | L3 | Rejected-AOC Ok | |
| 4 | L4₹4.0 L+₹59,530 (17.5%)Rejected-AOC SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L4 | Rejected-AOC Ok | |
| 5 | L5₹4.2 L+₹76,927 (22.6%)Rejected-AOC GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA | L5 | Rejected-AOC Ok |
Tender Value
₹3.2 L
EMD Value
₹6,000
Closing Date
18 Dec 2019, 10:30 amClosed
EE B and R Division HPPWD Solan
Near New Bus Stand Solan
SH C/o PCC retaining wall and Breast wall at RD6/020 to 6/030
2019_PWD_33093_1
12420-27 dated 26.1.2019 Solan Meenus R/wall
Open Tender
Civil Works
Item Rate
120 days
Solan
Please refer Tender documents.
5 documents required · 5 mandatory
₹350
EE B and R Division Solan
₹6,000
28 Jul 2020
4 Dec 2019
18 Dec 2019
4 Dec 2019
18 Dec 2019
4 Dec 2019
Amount
Earth work in excavation for structures in all depths as per drawings and technical specification as per clause 305.1(three hundred five point one)of MORD specifications 300(three hundred)including setting out construction of shoring and tacing removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and weding out rock (where blasting is prohibited). All earth work in excavation excluding rock excavation shall be carried out true to lines, grades, sides slopes, width, camber, super elevation and level as down on the drawings. Disposal of surfaceable cut materials in specified manner on dumping site through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes shall be removed by suitable diversion, bailing out or dewatrering and the area of the foundation or embankment shall be kept dry. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.
Providing and laying cement concrete 1:6:12 [One cement isto Six sand isto Twelve graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and laying concrete for plain/reinforced concretre in 1:4:8 (one cement: four sand: eight graded crushed hard stone aggregate 40(forty)millimeter nominal size) mechanical mixed, vibrated and curing complete in open foundation as per drawing and technical specification clause 800 & 1200 (Eight hundred and one thousand two hundred) clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) as per MORD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation 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 milimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four pont three point seven) as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
Backfilling 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 technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) Granular material, 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.
Mohamad Akram
vikram singh
Hem Raj
Vikram Thakur
Surender Kumar
rajneesh katna
Jitender Sharma
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .