Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 LAccepted-AOC VILLAGE POST OFFICE RAJA KA TALAB TEHISL FATEHPUR DISTRICT KANGRA HP | ₹68.4 L | L1 | Accepted-AOC L-1 bidder Rank-1 |
| 2 | L2₹86.0 L+₹17.5 L (25.6%)Rejected-Finance MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | ₹86.0 L+₹17.5 L (25.6%) | L2 | Rejected-Finance Highest |
| 3 | L3₹93.0 L+₹24.5 L (35.8%)Rejected-Finance JOGINDER NAGAR HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹93.0 L+₹24.5 L (35.8%) | L3 | Rejected-Finance Highest |
| 4 | L4₹1.1 Cr+₹43.0 L (62.8%)Rejected-Finance | ₹1.1 Cr+₹43.0 L (62.8%) | L4 | Rejected-Finance Highest |
| 5 | L5₹1.1 Cr+₹46.4 L (67.8%)Rejected-Finance VILL BHOL KHAS PO LARTI TEH JAWALI DISTRICT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | ₹1.1 Cr+₹46.4 L (67.8%) | L5 | Rejected-Finance Highest |
Tender Value
Refer Docs
EMD Value
₹99,695
Closing Date
23 Nov 2024, 11:00 amClosed
EE JSD Fatehpur
Executive Engineer Jal Shakti Division Fatehpur Tehsil Fatehpur Distt. Kangra
Rejuvenation and Restoration of Raja Ka Talab Pond for conservation and ground water recharge base on Natural Treatment system with State or Art Technology in Tehsil Fatehpur Distt. Kangra H.P.
2024_HPIPH_95261_1
4777-4802 dated 13.11.2024
Open Tender
Civil Works
Item Rate
Teshil Fatehpur
As per Notice Inviting Tender
8 documents required · 8 mandatory
₹800
Yes
EE Fatehpur
₹99,695
Yes
31 Jan 2025
14 Nov 2024
23 Nov 2024
14 Nov 2024
23 Nov 2024
14 Nov 2024
Amount
Removal of sturated soil including bailing out or pumping out mud/ water/ sludge during removal aquatic vegitation and weeds, within all lead and lifts as per direction of Engineer - in - charge.
Construction of collection chamber and conveyance system.
Excavation in foundation,trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blassting hard of soft rock by chiselling such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts.
Providing and Laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect including all leads and lifts.
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:
Foundation, footing,bases of columns and mass concrete
Vertical surfaces such as walls (any thickness) partitions and the like I/c attached pillasters,buttresses, plinth and string courses and the like;
Providing and Laying cement concrete work 1:1/12:3(1cement:1/12 sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work:-
In foundation and plinth complete in all respect.
Walls any thickness (but not less then 0.10 m thickness) including attached pillasters, plinth and string courses etc. top of foundation upto floor two level complete in all respect including all leads and lifts.
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respect including all leads and lifts.
Steel Work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of re lead paint.( In gratings framed guard bars, ladders, railings, brackets and similar works.) complete in all respect including all leads and lifts.
Constructed Water retaining Structure.
Excavation in foundation,trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blassting hard of soft rock by chiselling such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts.
Providing and Laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect including all leads and lifts.
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:
Vertical surfaces such as walls (any thickness) partitions and the like I/c attached pillasters,buttresses, plinth and string courses and the like;
Providing and Laying cement concrete work 1:1/12:3(1cement:1/12 sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work:-
Walls any thickness (but not less then 0.10 m thickness) including attached pillasters, plinth and string courses etc. top of foundation upto floor two level complete in all respect including all leads and lifts.
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respect including all leads and lifts.
Steel Work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of re lead paint.( In gratings framed guard bars, ladders, railings, brackets and similar works.) complete in all respect including all leads and lifts.
Constructed Wetland for Raw Water Treatment.
Excavation in drains chennels etc. in all kinds of soil such as pick work, jumper work, blasting hard of soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water within all heights, stacking the excacated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15 centimetres (fifteen centimetres) layer, including dressing of side and bed and disposing of excavated earth as per the direction of Engineer-in-Charge and disposed earth to levelled and neatly dressed.
Wire crate made of GI wire filled with boulders & square cut faces against the wire (boulder filling to be measured & paid for separately) 15cm x 15cm mesh (GI wire 5mm thick corresponding to SWG 6).
Wire crate made of GI wire filled with boulders & square cut faces against the wire (wire crates to be measured & paid for separately).
Providing and Laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect including all leads and lifts.
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in: -
Vertical surfaces such as walls (any thickness) partitions and the like I/c attached pillasters,buttresses, plinth and string courses and the like;
Providing Bio-Media of size 50mm - 75mm and 25 - 40 free form dirt and dust duly washed comlepe including all leads and lifts.
Supplying of potted plants at site including carriage within all leads and lifts.
Habiscus (Big)
Rubina Palm
Construction of Cascading for Aeration system.
Providing, fixing and Installation Fountain for Aeration System at site including carriage within all leads and lifts.
Main Fountain
Secondary
Excavation in foundation,trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blassting hard of soft rock by chiselling such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts.
Providing and laying cement concrete 1:3:6 ( 1cement :3 sand: 6 graded stone aggregate 40 mm nominal size) curing complete excluding cost of form work in foundation and plinth.
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:
Vertical surfaces such as walls (any thickness) partitions and the like I/c attached pillasters,buttresses, plinth and string courses and the like;
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. PN - 10 Pipe, 110 mm OD (SDR-11)
Supply of submersible pumping set of KSB/Calama/SU/Johnston/Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 1520-1980 (latest) suitable for water lifted having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge etc.
Pump With Motor
Algae Removal System.
Providing and installation of micro drum filters of approved brand and manufecture and of desired capacity for solid liquid seperation comprising of stainless steel 304 grade capable of filtering particale size 15 to 20 microns with arrangement for pumping machinery and its all allied components for smooth operation of system completete as per the instruction of entire satisfection of Engineer-in-charghe.
Excavation in drains chennels etc. in all kinds of soil such as pick work, jumper work, blasting hard of soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water within all heights, stacking the excacated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15 centimetres (fifteen centimetres) layer, including dressing of side and bed and disposing of excavated earth as per the direction of Engineer-in-Charge and disposed earth to levelled and neatly dressed.
Wire crate made of GI wire filled with boulders & square cut faces against the wire (boulder filling to be measured & paid for separately) 15cm x 15cm mesh (GI wire 5mm thick corresponding to SWG 6).
Wire crate made of GI wire filled with boulders & square cut faces against the wire (wire crates to be measured & paid for separately).
Providing Bio-Media of size 50mm - 75mm and 25 - 40 free form dirt and dust duly washed comlepe including all leads and lifts.
Providing and supplying Mycrophytes, Enzyme, culture and other allied components for Raw Sullage Treatment.
Development of Riperian Zone.
Supplying and spreading of good earth at site including royalty and carriage upto 100 metres on head load and 1 km. By mechanical transport (earth measured in stacks will be reduced by 20% for payment).
Digging holes upto 1 metre dia in soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure or sludge or extra good earth, if needed, to be paid separetaly).
Supplying and planting of potted plants at site including carriage within all leads and lifts.
Golden Cypress
Gycas Palm
Rubina Palm
Rabish Palm
Supplying and planting of local plants at site including cost of sludge, dump manure or/and good earth i/c carriage within all leads and lifts.
Local plants
Construction of Floating Wetlands.
Providing and supplying floating wetland of required shape and size comprising of PVC/PPR Tubes of required size duly binded with sewage resistant rope and Bio-media cusion including design, drawing Mycrophytes, Enzyme and other allied components
Construction of Biodiversity Monds.
Excavation in drains chennels etc. in all kinds of soil such as pick work, jumper work, blasting hard of soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water within all heights, stacking the excacated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15 centimetres (fifteen centimetres) layer, including dressing of side and bed and disposing of excavated earth as per the direction of Engineer-in-Charge and disposed earth to levelled and neatly dressed.
Wire crate made of GI wire filled with boulders & square cut faces against the wire (boulder filling to be measured & paid for separately) 15cm x 15cm mesh (GI wire 5mm thick corresponding to SWG 6).
Wire crate made of GI wire filled with boulders & square cut faces against the wire (wire crates to be measured & paid for separately).
Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres.
Supplying and planting of local plants at site including cost of sludge, dump manure or/and good earth i/c carriage within all leads and lifts.
Sandan Sharma Govt. Contractor (BID ID -449362)
RANBIR SINGH (BID ID -449527)
RAJEEV SINGH GULERIA (BID ID -449344)
VIVEK KUMAR (BID ID -449437)
KULDEEP DOGRA (BID ID -449540)
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 • 0.04 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 .