Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.6 L+₹14,694.44 (3.27%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹5.3 L+₹78,050.25 (17.4%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.8 L+₹1.3 L (28.7%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹4.9 L
EMD Value
₹7,344
Closing Date
29 Nov 2021, 5:00 pmClosed
Asst Executive Engineer
PWD Buildings Subdivision, Mannarkkad
GENERAL-Construction of Bore well and Sump well for Rest House PWD Building section Agali.-Construction of Bore well and Sump well for Rest House PWD Building section Agali
2021_PWD_454533_1
PWD/BLDG/TR/98907/2021_5_1/1
Open Tender
Civil Works - Buildings
Item Rate
270 days
Agali
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,080
₹7,344
31 Dec 2021
22 Nov 2021
2 Dec 2021
22 Nov 2021
29 Nov 2021
22 Nov 2021
Amount
Construction of Bore well and Sump well for Rest House PWD building section Agali.
OD38077/2021-2022:Boring/Drilling bore well of required dia for casing /strainer pipe by suitable method prescribed in IS :2800(part 1) including collecting samples from different strata,preparing and submitting strata chart/bore log,including hire and running charges of all equipment s,tools,,plants & machineries required for the job and complete as per direction of Engineer in charge up to 90 metre depth below ground level.all type of soil 150mm dia
OD38150/2021-2022:Boring /drilling bore well of required dia for casting / strainer pipe by suitable method prescribed in IS: 2800 (part 1) including collecting samples from different strata ,preparing and submitting strata chart/bore log,including hire and running charges of all equipment,tools ,plants &machinery required for he job all complete as per direction of Engineer-in-charge up to 90 metre depth below ground level .Rocky strata including boulders 150mm dia
OD38178/2021-2022:Boring /drilling bore well of required dia for casting / strainer pipe by suitable method prescribed in IS: 2800 (part 1) including collecting samples from different strata ,preparing and submitting strata chart/bore log,including hire and running charges of all equipment,tools ,plants &machinery required for he job all complete as per direction of Engineer-in-charge up to 90 to 150 metre depth below ground level .Rocky strata including boulders 150mm dia
OD38697/2021-2022:Supplying, assembling,lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS:12818 including required hire and labour charges,fitting & acceries etc. all complete for all depth as per direction of Engineer in charge. 150 mm nominal size dia
23.13.2:Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm dia
23.15.2:Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (part I).150 mm dia
OD38719/2021-2022:Supplying and fixing new 1.5 HP submersible pump set for tube well including panel board, cable and other fittings and labour charges etc. complete
18.9.4:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work32 mm nominal outer dia pipes
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
OD38743/2021-2022:Geophysical investigation charge for ascertaining the ground water availability
15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
OD40474/2021-2022:Supplying and fixing new 2 HP centrifugal pump set for sump well including fitting and labour charge etc.complete.
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
6.1.1:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
10.15.2:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately)
VISHNU PRASAD S
A HAMZA
PVS CONSTRUCTIONS
Bidder Name
A HAMZA
PVS CONSTRUCTIONS
arun mohanan
VISHNU PRASAD S
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_650250.pdf
boq_comp_chart.xlsx
xlsx
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 .