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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.5 LAccepted-AOC DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L-1 | Accepted-AOC Lowest one | |
| 2 | L-2₹21.5 L+₹29,538.30 (1.39%)Rejected-AOC | L-2 | Rejected-AOC Higher rate quoted | |
| 3 | L-3₹25.0 L+₹3.8 L (17.9%)Rejected-AOC VILL P O PAROUR TEHSIL PALAMPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 176001 | L-3 | Rejected-AOC Higher rate quoted | |
| 4 | Not Admitted-Fee/PreQual/Technical NOT AVAILABLE | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹21.6 L
EMD Value
₹43,160
Closing Date
7 Mar 2020, 11:00 amClosed
Executive Engineer
IPH Division Palampur
SH_Construcion of Under Ground Storage tank of 70000 litre capacity, 15000 litre capacity,30000 litre capacity 1No. and 35000 litre capacity _ 2 Nos,
2020_HPIPH_35401_1
19941-19990 dt.22/02/2020 plp
Open Tender
Civil Works - Bridges
Item Rate
90 days
Palmapur
Please refer Tender documents.
9 documents required · 9 mandatory
₹400
IPH Division Palampur
₹43,160
Yes
6 Apr 2020
22 Feb 2020
7 Mar 2020
22 Feb 2020
7 Mar 2020
22 Feb 2020
Amount
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
Providing and laying cement concrete 1:3:6 (One cement is to Three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer:-in:-charge.
Providing and laying cement concrete 1:11/2:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.
Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :-
Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.
Edges of slab and breaks in floor and walls under 20 centimetre in wide within all leads and lifts as per the direction of Engieer-in-charge.
Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
Arches upto 6 metre span within all leads and lifts as per the direction Enginner-in-charge..
Providing in reinforcement cement concrete work smooth finsihing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.
Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.
Laying and jointing in trenches galvanised mild steel tubes,tube fitting (Light grade) of various dia. (Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.
50 milimetre dia.
80 milimetre dia.
100 milimetre dia.
Providing and fixing cast iron sluice valve (Scour valve) of Kirloskar make with hand wheel of following dia and flange table with flange as per IS-780 class upto 300 milimetre dia (including brass spindle) as per IS:2906 class-II for diametres more than 300 milimetre dia complete with bolts,nuts,rubber insertion etc. (The tail end pieces if required shall be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.
50 milimetre dia.
80 milimetre dia.
100 milimetre dia.
Manufacturing, febrication & fixing of M.S. man hole cover of 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect to the entire satisfaction of the Engineer-in-charge.
Manufacturing, fabrication & fixing of mosquito proof ventilation 800 mm height and 300 mm dia cover with dome roofing of M.S. sheet 2 mm thick , G.I mesh along circumfrences and suported on 0.25x5 mm thick including cutting, welding and priming & painting two coats of anamel paint sky blue complete in all respect to the entire satisfaction of the Engineer-in-charge.
KULBINDER SINGH GOVT CONTRACTOR
Sahil Sharma
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