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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC H NO 816 NEAR GANDHI CHOWK KALKA 133302 HARYANA | KALKA | PANCHKULA | HARYANA | 133302 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹13.4 L+₹1.4 L (11.8%)Rejected-Finance KHASRA NO 145 GROUND FLOOR NEAR JAIN MOHALLA JATO KI CHOPAL VILLAGE KHERA KALAN NEW DELHI 110082 | NORTH | DELHI | 110082 | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹14.0 L+₹2.0 L (16.8%)Rejected-Finance 140 ANAND NIWAS ENGINEGHAR SANJAULI SHIMLA 171 006 | SHIMLA | HIMACHAL PRADESH | 171006 | L3 | Rejected-Finance BEING NOT LOWEST | |
| 4 | L4₹14.3 L+₹2.4 L (19.9%)Rejected-Finance | L4 | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹18.6 L
EMD Value
₹37,280
Closing Date
27 Sept 2024, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, C/O 56 APO
PROVN OF COVERED WASTE WATER DRAINAGE SYSTEM AT JHAKRI AND HEAVY VEH STAND AT AVERIPATTI IN THE AREA OF AGE BR II PMS UNDER GE 863 EWS
2024_MES_668718_1
GE/863/EWS-T-26 OF 2024-25 PROVN OF COVERED WASTE WATER DRAINAGE
Open Tender
Civil Works
Item Rate
180 days
JHAKRI AND AVERIPATTI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹37,280
Yes
17 Dec 2024
31 Aug 2024
30 Sept 2024
31 Aug 2024
27 Sept 2024
14 Sept 2024
Amount
Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified & directed by Engineer-in-charge.
Add for every 3 cm or part thereof to item no 1 here-in-before in hard dense soil, complete all as specified and directed.
Excavation in post holes each n.exc 0.50 Cum and getting out, returning, filling in, and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, in hard/dense soil for foundation of vertical posts complete all as specified and directed.
M&L 1:3:6 type C-1 precast cement concrete (20mm graded stone aggregate) block masonary with solid blocks exc 10 cm in width and not exc 20cm in width and setting in cement mortar 1:6 complete all as specified and directed.
M&L PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L PCC (1:2:4) type B-2 using 40 mm graded stone aggregate as in foundation of post holes, filling and mass concrete complete all as specified and directed.
S&F for Fe-410 W (Gde E-250) quality B steel work (tubular pipes, square/round) as in vertical posts, rafter framed using ERW or induction butt welded including tubular pipes (medium) for supporting tubular/square pipe rafters/purlins special shaped washer etc. complete all as specified and directed.
S & F for Fe-410W(GdeE-250) quality B Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed.
M&L Fe-410W (GdeE-250) quality B plates, plain, forming holes with riveted bolted or welded attachement complete all as specified and directed.
M & L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base of flooring complete all as specified and directed by Engr-in-charge.
M & L for Hardcore (Broken stone/boulders) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M & L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using min 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified. (Note: No price adjustment for cement used over 400 Kg/Cum )
Forming 12mm thick Expansion joints Grade 'A' filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 100mm, complete all as specified and directed.
Forming Contraction (Dummy) joints Grade 'A' 65mm deep x 10mm wide, filled with sealing compound, complete all as specified and directed.
M&L for Rendering 15mm thick on brick work or concrete surface in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
M&L for applying two coats of white wash on new plastered surfaces including preparation of surfaces complete all as specified and directed.
Removing excavated material n.exc 50Mtr and depositing where directed at a level n.exc 1.50Mtr above the starting point complete all as specified and directed.
M&L two coats of synthetic enamel paint to steel surfaces over a coat of red oxide primer of any description not otherwise described over 10cm width or girth including preparation of new surfaces complete all as specified.
M & L for Mild steel 16 to 20mm screw holding down bolts (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, n exc 5cm long complete all as specified and directed.
S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. 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-290 Gde E-165 complete all as specified and directed.
Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth or not exc 10 Sqm on plan and n. exc. 1.5 metre in depth in HARD/DENSE soil and getting out complete all as spd and directed.
Demolition of cement concrete (un reinforced) in ground floors and pavings n. exc 15 cm thickness (below or above ground level) all as specified and directed.
M&L for P.C.C 1:3:6 type C-1 using 20 mm graded stone aggregate as in foundation filling, mass concrete and bed of drain complete all as specified and as directed.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard/dense soil.
Removing excavated material soil to a distance exc. 50 m but n exc. 100 m and depositing where directed at a level n.exc 1.5m above starting point, complete all as specified and directed.
M&L PCC(1:2:4) type B-1, using 20mm graded stone aggregate as in Coping concrete including all necessary form work and finished the exposed concrete surfaces, complete all as specified and directed.
M&L PCC(1:2:4) type B-1, using 20mm graded stone aggregate as in surface channels and drains, complete all as specified and directed.
M&L for Extra forming fair finished drain channel 45 cm inner grith in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
S&F 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 all as specified and directed.
S&F 1.25mm thick Mild steel, plain, black sheet in wall cladding steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed.
S&F TMT bars 10 mm dia and over cut to length bend to shape reqd including cranking, bending, spirally for hooping foe columns, hooking ends and binding with and incl and handles etc MS wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
M&L for precast reinforced cement concrete type B-1 1:2:4 ( using 20 mm graded stone aggragate) as in drain cover slabs etc. except set in cement mortar (1:4) incl necessary formwork complete all as specified and directed.
chankaya solutions (BID ID -3101628)
H S ENTERPRISE (BID ID -3101737)
Pankaj Builders (BID ID -3098848)
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