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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹20.7 LAccepted-AOC VILLAGE DUBOR P O TIMBI TEHSIL SHILLAI DISTRICT SIRMOUR H P | TIMBI | SIRMOUR | HIMACHAL PRADESH | 173027 | ₹20.7 L | 1st | Accepted-AOC rate quoted by cont found lowest |
| 2 | 2nd₹23.0 L+₹2.3 L (10.9%)Rejected-Finance VILLAGE KURGU P O SHAHDHAR TEHSIL RAMPUR DISTT SHIMLA H P | RAMPUR | SHIMLA | HIMACHAL PRADESH | ₹23.0 L+₹2.3 L (10.9%) | 2nd | Rejected-Finance not lowest |
| 3 | 3rd₹25.5 L+₹4.8 L (23.1%)Rejected-Finance VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | ₹25.5 L+₹4.8 L (23.1%) | 3rd | Rejected-Finance not lowest |
| 4 | 4th₹26.6 L+₹5.9 L (28.5%)Rejected-Finance | ₹26.6 L+₹5.9 L (28.5%) | 4th | Rejected-Finance not lowest |
| 5 | Rejected-Technical V P O JHAKRI TEHSIL RAMPUR DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Rejected-Technical not fullfills criteria |
Tender Value
₹30.7 L
EMD Value
₹53,569
Closing Date
19 Feb 2024, 5:00 pmClosed
Executive Engineer
Division Reckong Peo
CO Infiltration cum Intake Chamber, CO 2 Nos Intake Chamber, CO Sadimentation Tank of 15000 Ltr Cap. Patra Cutting, Earth work and Pipe line
2024_HPIPH_85626_1
KNR-JSD-PEO-EA-I-Tender
Open Tender
Civil Works
Item Wise
365 days
GP Ramni
Please refer Tender documents.
2 documents required · 2 mandatory
₹400
Yes
₹53,569
Yes
20 Dec 2024
10 Feb 2024
20 Feb 2024
10 Feb 2024
19 Feb 2024
10 Feb 2024
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres.
Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge.
Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge.
Stone soling hand packed tightly under floor within all leads and lifts complete.
Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth
Providing & Laying Cement Concrete 1:1/2:3 (1 Cement:1/2 Sand:3 Graded Stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.
In foundation and plinth.
Vertical walls (any thickness attached pillesters, buttresses plinth and string courses etc. form top of foundation and plinth.
Suspended floors, roofs,landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto floor two level.
Providing and laying cement concrete 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement. (40mm thick)
P/L RCC work 1:2;4 (1 cement :2 sand : 4 graded stone agg. 20mm N/s) and curring complete excluding the cost of form work and reinfocement for reinforced work in:-
suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.
Providing tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level (tor steel)
Providing form work with steel plates 3.15mm thick so as to give a fair finish including centering, shuttering strutting and propping etc. height of propping and centering below supporting floor to cielling not exceeding 4.00 mtr and removal of the same for insitu reinforced concrete and plian concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like upto 200mm. In thickness with in all leads and lifts.
Providing and laying no fine cement concrete 1:6 (1cement :6 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work in foundation and plinth, walls
Providing and placing horizontal layer of filtering media. duly graded screened washed and cleaned as specified by the Engineer-in-Charge.
Second layer Coursed sand screened cleaned washed and graded from 3mm to 6mm from approved source.
Bottom layer Broken stone screened washed and graded from 50mm to 75mm from approved source.
Providing and fixing of 3.15mm MS Sheet Manhole cover 600X600mm fixed on all sides with ISA 40x25x5mm top angle iron frame hinged on ISA 35x35x5mm bottom angle iron frame as per drawing. Pieces of MS Flat 20x4mm, 0.15m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS Sheet, Angle Section & welding of MS Sheets, Angle Section, Hinges, Handles 150mm long, 20x4mm flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge.
White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.
Laying & Jointing in treanches GMS tube (MG) and tube fitting (earth work in trenches to be measured and paid seprately) as per the direction of the Engineer-in-Charge including all fittings complete.
Providing and fixing GM Peet valve of various dia
Providing and Fixing Cast Iron Sluice valve (IS 14846:2000)
50mm dia
DIWAN LUCKTOO
M/S PARMOD KUMAR CONTRACTOR
ASHOK KUMAR CONTRACTOR
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