Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-AOC | L1 | Accepted-AOC Contract is awarded to M/s B R Sonawane | |
| 2 | L2₹30.3 L+₹1.8 L (6.26%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 3 | L3₹31.3 L+₹2.8 L (9.80%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 4 | L4₹31.6 L+₹3.1 L (10.8%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 5 | L5₹32.6 L+₹4.1 L (14.2%)Rejected-Finance | L5 | Rejected-Finance Rejected being other than lowest quoted rate |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
6 Sept 2024, 6:00 pmClosed
Shri Ankur Goyal IDSE Garrison Engineer
Military Engineer Services, Garrison Engineer (South) Ahmednagar - 414002
REPAIRS DRAINS, CULVERTS AND OTHER MISC WORKS AT MIC and S UNDER GE (S) AHMEDNAGAR
2024_MES_666809_1
8167/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
AHMEDNAGAR
Class D Cat a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (South) Ahmednagar
₹1 L
Yes
26 Oct 2024
19 Jul 2024
13 Sept 2024
19 Jul 2024
6 Sept 2024
2 Aug 2024
19 Jul 2024 - 26 Jul 2024
Amount
Demolition of cement concrete in ground floors and pavings n exc 15cm thick above or below ground level complete all as specified and as directed.
Demolition of brick work/stone masonary built in cement mortar including all quoins, arches, pillars, etc complete all as specified and as directed.
Demolition of ashlar facings, dressed stone work, precast concrete articles and precast concrete block walling complete all as specified and as directed.
Dismantling structural steel work including doors, gates but excluding framed trusses complete all as specified and as directed.
Dismantling of stone slab and tiles laid bedded and pointed in any mortar description or thickness in floors, apron etc complete all as specified and as directed.
Taking down cement plaster on walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed.
Dismantling of Rolling shutter not exc 10 Sqm each taking out embedded portion and making good disturbed ground complete all as specified and as directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed
Excavation in trenches, n exc 1.5 m wide and n exc 1.5m in depth for foundation etc on n exc 10 Sqm on plan and n exc 1.5m in depth an getting out in soft/loose soil all as specified and as directed.
Earth work in excavation over areas n exc 1.5 m depth by mechanical means (Hydraulic excavator) in all kind of soil including getting out and disposal of excavated earth lead upto 50 m and all as specified and as directed.
Returning, filling in soil, including spreading, levelling watering & well ramming in layers not exc 25 cm thick complete all as specified and as directed.
Removing excavated soil to distance n exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed.
M&L for hardcore of broken stone or boulders, guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and as directed.
M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in foundation, filling and mass concrete etc. all as specified and as directed.
M&L for 100 mm thick PCC 1:4:8 type B2 (using 40 mm graded stone aggregates) as in sub-base, complete all as specified and as directed.
M&L for 60 mm thick precast cement concrete (M-35 grade) factory made, machine pressed interlocking paver blocks, with grey cement and pigment any shape and size as approved by GE, laid over and including 25mm thick sand cushion complete all as specified and as directed.
M&L for 80 mm thick precast cement concrete (M-40 grade) factory made, machine pressed interlocking paver blocks, with grey cement and pigment any shape and size as approved by GE, laid over and including 25mm thick sand cushion complete all as specified and as directed.
M&L at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.
M&L for PCC 1:2:4, type B0 (using 12.5 mm graded stone aggregates) as in coping , cills, plinth courses, string courses, bed plates, kerbs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and as directed complete all as specified and as directed.
M&L for 100 mm thick, cement concrete 1:2:4, type B1 (using 40 mm graded stone aggregates) as in path/hard standing and flooring, laid in alternate ways, finished even & smooth without using extra cement including necessary formwork complete all as specified and as directed.
M&L for 18 to 20mm thick machine cut granite slabs bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing over and including 20mm thick screed bed in Cement Mortar 1:6 and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed. Note: Shade of granite shall be as approved by GE.
M&L for 12mm thick coloured parking tiles (square or rectingular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in Cement Mortar 1:4 etc Complete all as specified and as directed.
M&L for 16 to 18 mm thick Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size not exceeding 0.25 sqm fixed on and including 15 mm thick backing coat in cement mortar 1:3 and including making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment all as specified and as directed.
M&L for 45 to 50 mm thick precast prestressed RCC (1:2:4) type B-0, (using 12.5mm graded stone aggregate) as in wall panels for compound wall including interlocking arragements with precast RCC columns and adjecent wall panels as per approved design/patterns, set in cement mortar 1:4, (measured solid) including all mouldings but excluding frame (columns) complete all as specified and as directed. Note: (i) The cost of reinforcement and form work shall deemed to be included in the unit rate quoted. (ii) Columns/ posts shall be measured and paid seperately under respective items.
M&L for precast prestressed RCC (1:2:4) type B-1, (using 20mm graded stone aggregate) as in columns, posts, boundary pillars with and including grooves to locking of precast RCC wall panels, set in cement mortar 1:4 complete all as specified and as directed. Note: The cost of reinforcement and form work shall deemed to be included in the unit rate quoted.
M&L for precast cement concrete block masonry with solid block of PCC (1:3:6), exc 10 cm in width and setting in cement mortar (1:6) complete all as specified and as directed.
M&L for brickwork with fly ash bricks, old size, straight or curved on plan built in ement mortar 1:6 complete all as specified and as directed.
All as per serial item No. 28 above but except bricks, Note : Old bricks obtained from demolition shall be reused.
M&L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.
All as per serial item No. 30 above but except stones Note : Old stones obtained from demolition shall be reused.
M&L for flush pointing to random rubble masonry, uncoursed or brought to course in cement mortar 1:4, including racking out joints etc. complete all as specified and as directed.
M&L for PCC 1:3:6, type C1 (Using 20mm graded stone aggregates) as in surfaces channels and drains including necessary forms / moulds complete all as specified and as directed.
Extra for forming fair finished surfaces of cement concrete drain or channel, 30 cm inner girth, using extra cement including forms, moulds mitred/ stopped ends etc. complete all as specified and as directed.
Add to or deduct from item No 34 above for each 25mm inner girth or part thereof over or under 30cm girth, for forming fair finished surfaces of cement concrete drain or channel, using extra cement including forms, moulds mitred/ stopped ends etc. complete all as specified and as directed.
M&L for 50mm thick U shaped precast RCC drain smooth finished, with internal size 300x300mm and outer size 400mmx350mm laid over and including 3mm thick cement slurry over and including 100 mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate complete all as specified and as directed. Note: The cost of reinforcement and form work shall deemed to be included in the unit rate quoted.
M&L for precast RCC drain cover 50 mm thick size 450mmx450mm,complete all as specified and directed by Engr-in-Charge. Note: The cost of reinforcement and form work shall deemed to be included in the unit rate quoted.
M&L for RCC hume pipe, 300 mm dia, class NP-2, laid as drain pipe in culvert, jointed in cement mortar with collars complete all as specified and as directed.
M&L for RCC hume pipe, 450 mm dia, class NP-2, laid as drain pipe in culvert, jointed in cement mortar with collars complete all as specified and as directed.
M&L for RCC hume pipe, 600 mm dia, class NP-2, laid as drain pipe in culvert, jointed in cement mortar with collars complete all as specified and as directed.
M&L for precast reinforced precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in landings, drain cover, culvert cover slabs , manholes etc, shelves and similar articles with plain faces including necessary form work, set in cement motor 1:4 complete all as specified and as directed Note: Reinforcement shall be measured and paid seperately
M&L re-inforced cement concrete 1:2:4 type B1 using 20mm graded aggregate as in slab support on walls ,culverts ,beams and column,in floor ,roof landing,balcones,canopies deek slab etc Note : Cost of reinforcement shall be measured and paid seperately.
Use and waste of form work to slabs and similar work for rough finished surfaces of concrete not exc 200 mm thicks complete all as specified and as directed.
M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement bar complete all as specified and as directed.
All as per serial item No 44 above but 6 mm to 8 mm dia.
M&L for rendering 15 mm thick on other than fair faces of brick work /concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement complete all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick work /concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement complete all as specified and as directed.
S&F mild steel framed work as in doors or gates of angle/hollow section 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 and door fittings necessary rivetting/welding cutting up complete steel conforming to Fe-290 Gde E-165 all as specified and as directed. Note : Disturbed surfaces of wall shall be made good to match with the existing surfaces.
S&F mild steel framed work as stairs(framed) trade and landing,gratings,handrails,brackets etc of angle/hollow section or other section with gusset plates, rails, braces etc complete drilled for fixing fittings necessary rivetting/welding cutting up complete steel conforming to Fe-290 Gde E-165 all as specified and as directed. Note : Disturbed surfaces of wall shall be made good to match with the existing surfaces.
Repairs to steel rolling shutter (exc 5 Sqm but n exc 10 sqm each shutter) by oiling, greasing and lath joints and making good in serviceable condition complete all as specified and as directed.
S&F steel rolling shutter, without ball bearing, as specified including top cover and choring rod, hasp and staple and one shop coat of primer, erected in position as indicated, push pull or manual type (Thickness of laths 1.25 mm) complete all as specified and as directed.
M&L for preparation of new plastered surfaces or previously untreated surface of wall and applying two coats of cement base paint over a coat alkali resistant primer all as specified and as directed.
M&L for preparation of old plastered surfaces or previously untreated surface of wall and applying one coats of cement base paint all as specified and as directed.
M&L for preparation of old steel or iron surfaces of any description over 10cm width or girth and applying one coats of synthetic enamel paints complete all as specified and as directed.
Complete removal of existing treatment from old decorated plastered or unplastered wall surfaces and applying two or more coats of premium acrylic smooth exterior paint with silicon additives of required shade @1.43 ltr/10 sqm over priming coat of exterior primer applied @ 2.20 kg/10 sqm all as specified and as directed.
M&L for preparation of new steel and iron surfaces of any description not otherwise described exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
S&F in repairs 110mm dia PVC (SWR) pipes, single socketed, in any length, with rubber ring joint, laid in trenches or in floors or in masonry as in spouts, weep holes etc complete all as specified and as directed.
S&F in repairs, 110 mm dia PVC (SWR) bends with access door, of any radius complete all as specified and as directed
DESIRES ENGINEERS &CONTRACTORS (BID ID -3090232)
DHANANJAY BABAN KALANE (BID ID -3076025)
M/s Meher Construction (BID ID -3086464)
NATHKRUPA CONSTRUCTION (BID ID -3090619)
R. T. Saluji (BID ID -3087627)
M/s. N D Karande (BID ID -3090272)
AMAR CONSTRUCTION (BID ID -3088715)
MS. A.S. CONSTRUCTION (BID ID -3090327)
stage.html
html • 0.07 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 .