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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-AOC VILL KISHANPURA P O JAMNIWALA TEHSIL PAONTA SAHIB DISTRICT SIRMOUR HP | PAONTA SAHIB | SIRMOUR | HIMACHAL PRADESH | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹56.9 L+₹4.7 L (9.03%)Rejected-Finance | L2 | Rejected-Finance Not Found Lowest | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE SHALIYAN P O BAKRAS GUNDAH TEHSIL SHILLAI DISTRICT SIRMOUR H P | BAKRAS GUNDAH | SIRMOUR | HIMACHAL PRADESH | 173027 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹19.2 L
EMD Value
₹38,476
Closing Date
28 Feb 2019, 10:00 amClosed
Executive Engineer
Irrigation and Public Health Division Paonta Sahib
Balance work house to house connection of Zone III in Badripur area
2019_HPIPH_27012_1
IPHP-CB-TA/E-Tender/18-19- 19024-123 dt. 07.02.19
Open Tender
Civil Works
Item Rate
180 days
Paonta Sahib
Please refer to tender documents
7 documents required · 7 mandatory
₹400
Yes
EE Paonta Sahib
₹38,476
Yes
1 Jan 2020
8 Feb 2019
28 Feb 2019
8 Feb 2019
28 Feb 2019
8 Feb 2019
8 Feb 2019 - 28 Feb 2019
Amount
Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge
Demoletion below G.L. upto 1.50 mtr. depth and disposed of Un-serviceable materials within all leads and lifts un-reinforced concrete and black top surface of roads, gully etc. upto 15 cm thickness including all leads lifts and as per direction of Engineer incharge.
Laying, jointing and testing in trenches Centrifugal cast Ductile iron Tyton pressure pipe confirming BSEN 545/1995 C- series K7 inside Cement mortar lined suitable for push on joints for sewer line including rubber gasket SBR confirming to ISS-2910-1987, cutting of pipe chamfering where required ( earth work in trenches to be measured and paid for seperately ) including all leads lifts and carriage of material at site as per direction of Engineer in-charge.
i)150mm dia
Laying, jointing and testing in trenches Centrifugal cast Ductile iron fitting AK-7 with inside cement mortar , lining suitable for Tyton push on joint with socket bends of all degree, socketed Tees and all other required fitting including carriage upto the site of work testing complete as per instruction of Engineer incharge.(i) 125mm dia
(ii) Bend of all degree
(iii) Tees i/c Tee of all degree
Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.
2nd Class brick work using common brunt clay building bricks in foundation & Plinth in Cement Mortar 1:6(1cement:6sand) in all leads lifts and carriage etc. as per direction of Engineer inchrge.
15mm thick cement plaster in single coat on the fair side of bricks/stone/concrete walls for interior plastering upto floor two level including arrises internal rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortor 1:3(1cement:3sand) and curing complete including all leads lifts and carriage of materials at site as per direction of Engineer-incharge.
Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer incharge in:-
a)Flat surfaces such as sofits and suspended floors, roofs landing and the like floors etc. up to 200 mm in thickness.
Providing and laying cement concrete 1:2:4 (1cement:2app.sand: 4 app. graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in suspended floors, roofs landing shelves and their supports balconies, beams, girders bressumers and cantilivers upto to floor two level in all height and depth, including all leads lifts and carriage of material at site and as per direction of the Engineer-incharge.
Providing Mild/Tor steel reinforcement for RCC work including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.
Providing and fixing Man Hole cover with Collar of following dia
i) 500mm dia
ATTER SINGH
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