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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC 498 GANNAUGHT ROAD MHOW MP PIN 453441 | MHOW | INDORE | MP | 453441 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹24.2 L+₹2.3 L (10.3%)Rejected-Finance | L2 | Rejected-Finance Rates are high | |
| 3 | L3₹25.4 L+₹3.4 L (15.6%)Rejected-Finance | L3 | Rejected-Finance Rates are high | |
| 4 | L4₹25.5 L+₹3.5 L (16.0%)Rejected-Finance | L4 | Rejected-Finance Rates are high | |
| 5 | L5₹25.7 L+₹3.8 L (17.2%)Rejected-Finance | L5 | Rejected-Finance Rates are high |
Tender Value
₹25.8 L
EMD Value
₹51,600
Closing Date
29 Oct 2020, 6:00 pmClosed
GE MIS MHOW
GE (MAINT) INF SCHOOL,75 MALL ROAD, MHOW.
SPECIAL REPAIR TO AREA DRAINAGE AT SARAGARHI COMPLEX TO SEWAGE LINES AND MANHOLES NEAR BLDG NO CB 267 CB 268 CB 271 CB 273 AND CB 281 AT SW DIV AND PROVN OF CERTAIN MINOR REV WORK UNDER GE MAINT INFANTRY SCHOOL MHOW
2020_MES_382610_1
GE MIS/ MHOW/47 OF 2020-21
Open Tender
Civil Works
Item Rate
180 days
GE MIS MHOW
Please refer tender document.
8 documents required · 8 mandatory
₹500
GE MIS MHOW
₹51,600
Yes
15 Jan 2021
1 Oct 2020
31 Oct 2020
8 Oct 2020
29 Oct 2020
15 Oct 2020
Amount
Excavation in trenches n.exceeding 1.50m wide and n.exc 1.50m depth for foundation etc or for shafts, walls, cess-pits, manholes, pier holes etc n.exc. 10 sqm on plan getting out in soft/loose soil complete all as specified and directed.
Returning, filling in including spreading, levelling watering and well ramming in layers not exc. 25cm thick complete all as specified and directed.
Removing excavated materials exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified & directed.
Removing excavated materials n. exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified & directed.
Demolition and breaking up drain pipes (SWG, AC or RCC) of 150mm bore pipe set in cement mortar including cement mortar bedding complete all as specified and directed.
Material and Labour for PCC 1:4:8 type C2 using 40 mm graded stone aggregate as in bed drain pipes of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
S&F Reinforced concrete pipes 150mm bore class NP – 2, laid and jointed complete with collars, all as specified and directed
Material and Labour for PCC 1:4:8 type C2 using 40 mm graded stone aggregate as in bed drain pipes of 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
S&F Reinforced concrete pipes 200 mm bore class NP – 2, laid and jointed complete with collars, all as specified and directed
M & L for PCC(1:4:8) type D-2 using 40mm graded stone aggregate as in foundation mass concrete and filling comlete all as specified and directed.
M & L for PCC(1:3:6) type C-2 using 40mm graded stone aggregate as in foundation mass concrete and filling comlete all as specified and directed.
Material and labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in benching to man holes including forming channel and finishing with extra cement complete all as specified and directed.
Demolition of brick work for manhole built in cement mortar in any description or any location of any depth etc. complete all as directed and specified.
Material and labour for brick work with sub class ‘B’ bricks using modular size bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
All as per item No 14 here-in-before but except bricks and (Re-use the old serviceable bricks) complete all as directed and specified.
M&L for Rendering 15 mm thick in cement mortar (1:4) , mixed with water proofing compound,(lequid) on brick or concrete surfaces, trowelled to even and smooth finish without using extra cement with water proofing compound "200ML Per bag paid and measered sepretly complete all as specified.
Supply only liquid water proofing compound as specified.
Demolition of (reinforced) cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
M & L for precast RCC cement concrete 1:2:4 type B-1 ( 20mm graded agg ) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas,water troughs, mangers, shelves and similar articles with plain faces and set in cement Mortar (1:4) all as directed
Mild steel TMT bars, 10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified.
Mild steel TMT bars, 8 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified.
M&L for cleaning of sewage line, SWG/CI pipe or RCC pipe vertically/horizontally of dia n.exc 200 mm bore by rodding well flushing by using sufficient water and making it to clear for easy flow of sewage from WC gully trap Nahani trap including desludging of and making it the proper functional to entrie satisafaction of Engineer-in-Charge and removing the sludge out side MD land and burying it in pits and covering with earth and spreading hydrated time @ 1 Kg per Sqm of covered area complete all as specifed and directed at site complete all as specified and directed at site complete to entrie satisfaction of Engr-in-Charge.
Cleaning of septic tank by desludging, distilling and getting out all silts and sludge, organic and inorganic materials by manually/mechanically and removing the sludge and burying it into the pits and covered with earth including spreading hydrated lime 1 Kg per pit complete all as directed at site.After complete cleaning of septic tank the manhole cover will be refixed in same position with CM 1:4 and bleaching powder spread on top surface of septic tank @ 1 Kg per septic tank complete to entire satisfaction of Engineer-in-Charge.
All as per item No 23 but for manhole -ditto- complete all as specified & directed.
Construction of Soakage wells exc, in ordinary Soil, Foundation in PCC (1:3:6), wells of Honey combed and RCC (1:2:4) type B-1 Concrete, Brick work in CM (1:4), RCC cover slab in (1:2:4) type B-1/ RR masonry / Filling with brick bats, complete of size 3.0 M dia X 3.0 M deep.complete all as specified and directed as per TD DRG NO CEJZ/TD/58 sheet No 1/1 dated 05/05/2000
Demolition of stone slabs, paving stones and tiles of any description and thickness in floors, aprons, laid, bedded and pointed in any mortar complete all as specified
M & L for Chequred cement concrete tiles 40cmx40cmx 25mm thick set, jointed and pointed in neat cement slurry over 15mm thick screed bed in cement mortar 1:6 over and including 25mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate finished fair & even complete all as specified and directed.
Cutting into existing manholes for connecting new drains/pipe, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia for pipe all as specified and directed
Dismantling of cast iron/pvc pipes jointed in cement mortar 110 / 75 mm bore all as specified and directed
S&F of 110mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid on wall / floor complete all as specified and directed..
S&F of 75mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid on wall / floor complete all as specified and directed..
S&F of PVC ( SWR) bends any radius bore of 110 mm all as specified and directed
S&F of PVC ( SWR) bends any radius bore of 75 mm all as specified and directed
Excavation over areas n.exc 1.50m in depth for shaft, wells, cesspits, manholes , pier holes getting out in soft/loose soil complete all as specified and directed.
Excavation over areas for depth exc 1.50 mtr but n.exc 3m in soft/loose soil and getting out complete all as specified and directed.
M & L for 100 mm thick, PCC (1:2:4) type B-2 using 40 mm graded stone aggregate in Sub base / flooring complete and finishing the surface even and smooth without using extra cement complete all as specified and directed.
M & L for Brick work with sub class `B` clay bricks straight or covered on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed
M & L for brick work sub class ‘B’ clay bricks straight or curved on plan to any radius in half brick thick wall built in CM ( 1:4) complete all as specified and directed
M & L for RCC 1:2:4 type B-1(Nominal Mix) using 20mm graded stone aggregate as in slb supported on walls, beams and columns in floor, roof landing, balconies, canopies, dech slab and in shelves and the like complete all as specified and directed.
Use & Waste of form works to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work, rough finished surfaces not exceeding 200mm thick all as specified.
Supply and Fixing of PVC vent cowl 110 mm dia bore complete.
Supply and fixing of Salt glazed stoneware drain pipe Grade 'A' 200 mm bore laid in trenches and jointed complete all as specified and directed.
Material and Labour for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in bed drain pipes of 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
Supply only of Loose filling with broken bricks aggregates of gauge 80 to 150 mm in sockage wells
S & F of health foucet (Hand Jet) 15mm bore with & incl. flexible pipe 1.0 to 1.5 mtr in length wall mounted and Brass Chromium Plated nuts.complete all as specified and directed. Make: prayag, jaquar, parryware, plumber.
S & F of 15 mm dia two way bib cock with flange, cast copper alloy, fancy type, chromium plated screwed down for iron pipe complete all as specified and directed. Make: prayag, jaquar, parryware, plumber.
Demolition of cement concrete n exc 15 cm thickness (below or above ground level)complete all as specified and 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 and rolled/rammed to a true surface complete all as specified and directed.
M & L for Brickwork with fly ash brick with using Modular size Brick , straight or curved on plan exc 6m mean radius built in CM 1:6 complete as directed and specified..
M & L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as lintels upto 1.5m clear span,cills,steps,seismic and other similar bands,plinth courses,string courses,lacing courses parapets and railing upto 60cm in height,coping,kneelers,apex stones,bed plates,water trughs and the lijke including weathering,slightly rounded or chamfered angles and throating as specified and directed.
M & L for Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for
M & L for Reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20mm graded aggregate) in Slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for formwork to edges of concrete flats,treads,breaks in floors,window cills,concrete railings,openings in concrete walls,floor and roofs n.exc 20cm wide and sides of RCC/PCC bands in walls,horizontal or sloping and similar work exc 10cmm but n.exc 20cm wide in rough finished concrete surfaces.
Demolition and breaking up drain pipes (SWG, AC or RCC) of 600mm bore pipe set in cement mortar including cement mortar bedding complete all as specified and directed.
M & L for Reinforced concrete pipes bore of pipe 600 mm , class NP2, laid and jointed complete with collars complete all as specified and directed.
Goyal Construction
NIDHI CONSTRUCTION
APconstruction
Messers Yogendra Kumar Sankhla
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