Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | ₹10.7 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹11.1 L+₹43,154 (4.04%)Rejected-AOC | ₹11.1 L+₹43,154 (4.04%) | L2 | Rejected-AOC Other than lowest |
| 3 | L3₹11.5 L+₹79,135 (7.40%)Rejected-AOC | ₹11.5 L+₹79,135 (7.40%) | L3 | Rejected-AOC Other than lowest |
| 4 | L4₹15.3 L+₹4.6 L (42.9%)Rejected-AOC | ₹15.3 L+₹4.6 L (42.9%) | L4 | Rejected-AOC Other than lowest |
| 5 | L5₹16.4 L+₹5.7 L (53.2%)Rejected-AOC | ₹16.4 L+₹5.7 L (53.2%) | L5 | Rejected-AOC Other than lowest |
Tender Value
Refer Docs
EMD Value
₹36,800
Closing Date
23 Jul 2021, 6:00 pmClosed
AGE(I) Dharamshala
AGE(I) Dharamshala PIN-176216
Special repair/renovation of rang manch stage ,internal road and basket ball court at KV School at Military Station Dharamshala.
2021_MES_454557_1
AGE(I)/DSL-10/2021-22
Open Tender
Civil Works
Item Rate
180 days
AGE(I) Dharamshala
As per NIT
8 documents required · 8 mandatory
₹500
AGE(I) Dharamshala
₹36,800
Yes
21 Aug 2021
25 Jun 2021
26 Jul 2021
25 Jun 2021
23 Jul 2021
9 Jul 2021
Amount
Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), complete all as specified and directed by Engineer-in-Charge.
Dismantling steel poles/struts, any size, setting aside for re-use within 50 metre, complete all as specified and directed by Engineer-in-Charge.
Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge.
Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed by Engineer-in-Charge.
Rolling & consolidating formation surfaces in cutting with hand roller of capacity 0.2 to 0.5 tonne, complete all as specified and directed by Engineer-in-Charge.
Hardcore of broken stones or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
75mm thick PCC, M-20 (using 40mm graded crushed stone aggregates), Design mix as in floor for basket ball court, finished even & smooth with using extra cement, complete all as specified and directed by Engineer-in-Charge.
75mm thick PCC, type B2, M-15 (using 40mm agreded crushed stone aggregates) as in paving surface without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Single or gravel (baby chips), 50mm spread thickness including spreading, rolling & consolidating to required gradient & chamber, complete all as specified and directed by Engineer-in-Charge.
Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 100mm thickness M-40 grade, set and jointed and pointed in neat cement slurry as in floor with grey cement and pigment, complete all as specified and directed by Engineer-in-Charge.
Continuous brick edging with width equal to width of the brick (whole burnt class B bricks) laid dry on end vertically with old size bricks including necessary excavation and earth work in any type of soil and removal of surface soil to a distance not exceeding 50 mtr, complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete, type C2, M-10 (using 40mm graded crushed stone aggregates) as in surface channels and drains, complete all as specified and directed by Engineer-in-Charge.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n exc. 50cm and making good surface in any type of soil, complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete, M-15 (Nominal mix) using 40mm graded crushed stone aggregate in foundations, filling to GI post, complete all as specified and directed by Engineer-in-Charge.
Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering. Doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete, grade Fe-410W, Gde-E-250 quality B, complete all as specified and directed by Engineer-in-Charge.
Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St-240 (150mm dia pipe for pole), complete all as specified and directed by Engineer-in-Charge.
Mild steel screw bolts 5 to 10mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding 5cm but not exceeding 10cm long, complete all as specified and directed by Engineer-in-Charge.
18mm thick fibre glass transparent sheet of size 1.80x1.20 mtr bolted with nut and washer to frame, complete all as specified and directed by Engineer-in-Charge.
Painting lines, dashes, arrows, letters etc. on roads pavements and the line not exceeding 10cm wide with road marking paint, white or golden yellow, complete all as specified and directed by Engineer-in-Charge.
Preparation of new untreated surfaces of steel of any description over 10cm in width or girth, not otherwise described and applying two coats of synthetic eanmel paint over a coat of red oxide, complete all as specified and directed by Engineer-in-Charge.
Dismantling plain or fibre sheeting, any gauge, thickness, including nainital or similar pattern roof covering, complete all as specified and directed by Engineer-in-Charge.
Pre-painted galvalume aluminium Zinc coating GI based corrugated steel sheeting 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws, complete all as specified and directed by Engineer-in-Charge.
Mild steel work as in wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-410W,E-250, complete all as specified and directed by Engineer-in-Charge.
jatindera enterprises
VIJAY KUMAR LAKHNI
Ms Sunil Kumar
m/s Sohan singh barwal and Brothers
Lajya Devi and Sons
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 • 0.03 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 .