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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹38.5 L+₹1.8 L (4.89%)Rejected-Finance 266 UTTAMNAGAR NDA ROAD PUNE 411023 | PUNE | MAHARASHTRA | 411023 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹39.7 L+₹3.0 L (8.20%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹44.5 L+₹7.8 L (21.2%)Rejected-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹47.4 L+₹10.7 L (29.2%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
9 Jun 2023, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE 411025
GE I R AND D GIRINAGAR PUNE 411025
CLEANING REPAIRS TO SEWAGE LINES MANHOLES SEPTIC TANKS HARD STANDING COMPOUND WALL GATES FENCING ETC AT DIAT AND MILIT GIRINAGAR PUNE 411025
2023_MES_596659_1
GE I R AND GNR TOKEN 09 OF 2023 2024
Open Tender
Civil Works
Works
270 days
GE I R AND D GIRINAGAR PUNE 411025
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE I R AND D GIRINAGAR PUNE 411025
₹98,000
Yes
1 Nov 2023
19 May 2023
12 Jun 2023
19 May 2023
9 Jun 2023
27 May 2023
19 May 2023 - 22 May 2023
Amount
Cleaning of septic tank of capacity 250 users including inlet, outlet chamber, removal of sludge/waste material by hydraulic operated high pressure suction cum jetting sewer cleaning machine, flushing of water and uploading all the materials into closed container and removing the same outside MOD land with no environmental liability/risks to the Govt. and making barrow pits of suitable size and burying the sludge/waste material in barrow pits and covering the same, spreading earth etc complete all specified and as directed by Engineer-in-Charge. Note:-The unit rate quoted by contractor shall deemed to includes cost of labour for making pits, for burying sludge and disposal of surplus soil complete all as specified and as directed.
All as per serial item No.1 above here-in-before but of capacity 100 users complete all as specified and as directed
All as per serial item No.1 above here-in-before but of capacity 50 users complete all as specified and as directed
All as per serial item No. 1 above here-in-before but of capacity 25 users complete all as specified and as directed
All as per serial item No.1 above here-in-before but of capacity 10 users complete all as specified and as directed
Rectifying the defects and removing the blockage of WHB, IWC/EWC. sinks, urinals, floor, Nahani traps, gully trap, vertical CI pipe/PVC pipes of any dia (upto four story bldg), with the help of one plumber and one helper/safaiwala per day including Sunday & holiday i.e from 0900 hrs to 1700 hrs all as specified and directed by Engineer-in-charge. NOTE:(i) The unit rate quoted shall be demed to be included the elements of labour only for rectifying and making the fittings and fixture functional. If replacment of part/items is required to make the fitting functional,the cost for labour and material for the same will be measured and paid for as 'S&F in repairs' under relevent items of this schedule here in after and in such cases this item will not be measured and paid for.ii) The contractor will deploy minimum one plumber and one helper/safaiwala from 0900 Hrs to 1700 Hrs iii) Plumber and helper/Safaiwala shall be employed all working days incl sundays and holidays and they will report to JE(Civil) concern at 0900 Hrs at AGE B/R Office.iv) The unit rate quoted by the contractor shall be inclusive of working & attending the complaints as diected by JE(civil) or Engr in Charge.v) The plumber who is on duty must be provided with common mobile cell to faciliate and render good services to the users and the same shall be deemed to be included in the unit rate.vi) Complaints slip to be collected daily from complaints cell/AGE B/R Girinagar. vii)Contractor shall provided all tools/Ladder etc required for attending complaints with proper tool bag.viii) If individual remains absent on site,contractor shall make an alternative arrangment. If contractor fails to make such arrangment, recovery shall be made at Rs 1000/-per day for plumber and for Rs 750/- per day for helper/safaiwala.
Cleaning of 100 mm dia Sewage/drain pipes by roding from manholes to manholes and well flushing with water after cleaning (length not exceeding 50 metre from manhole to manholes or septic tank) including taking off manholes cover, placing in portion the same after cleaning and removing the waste material and burying in pits to a distance exceeding 50 metre but not exceeding 100 metre including making pits and covering the same by spreading earth, for any dia of pipe complete all as specified and as directed.
All as per serial item No. 7 above here-in-before but of 150 mm dia complete all as specified and as directed
All as per serial item No. 7 above here-in-before but 200 mm dia complete all as specified and as directed
Cleaning of Man holes of size ( 600 mm X 600 mm) by taking out sludge and foreign materials, dewatering and excavating a pit of appropriate size depositing sludge in the pit and covering with 30cm thick layer of soil to cover the sludge incl taking out and refixing the manholes covers etc in any depth and systematically cleaning the same using necessary tools, mechanically and /or manually such as passing rope knots, bamboo kasui and disc of required size including removing surplus soil where directed including sprinkling of bleaching powder over the pits for sanitation complete all as specified and as directed by Engineer-in-Charge.
All as per the serial item -10 above here-in-before but Man holes of size 600 mm X 900 mm complete all as specified and as directed
All as per the serial item -10 above here-in-before but Man holes of size 900 x 1200 mm complete all as specified and as directed
S&F factory made 50mm thick 600 x 600 mm manhole cover with additional frame for fixing, of precast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) finished the surface even and fair including reinforcement as per manufacturer's design and set in CM 1:4 and handles including demolition of old existing RCC cover (Reinforcement required to cut as facilitate to domolition) of any description and in any position complete all as specified and directed.
All as per the serial item No.13 above here-in-before but of size 900 mm X 450 mm complete all as specified and as directed
All as per the serial item No.13 above here-in-before but of size 900 mm X 600 mm complete all as specified and as directed
Excavation in trenches n.exc 1.5m deep & n.exc1.5m wide for foundation of manhole,sewage line,septic tank,drain,soakage pit etc.in hard dense soil and getting out complete all as specified and as directed
Add to item no 16 for each additional 1.5 m or part therof in depth beyond the first 1.5 m complete all as specified and as directed
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for all as specified and as directed .
Demolition of brick work or stone masonry / PCC block walling built in cement mortar or cement lime mortar incl arches, pillers etc.complete all as specified and as directed.
Demolition and breaking up 150 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and as directed.
Demolition and breaking up 200 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and as directed.
Demolition and breaking up 300 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and as directed.
M&L for providing plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
M&L for provided reinforced cement concrete pipe 150mm bore class NP-2 with collars laid and jointed with cement all as specifed and directed .
M&L for provided reinforced cement concrete pipe 200mm bore class NP-2 with collars laid and jointed with cement all as specifed and directed .
M&L for provided reinforced cement concrete pipe 300mm bore class NP-2 with collars laid and jointed with cement all as specifed and directed .
M&L for provided reinforced cement concrete pipe 600mm bore class NP-2 with collars laid and jointed with cement all as directed and specifed
M & L for providing bed to drain pipes 150 mm dia in cement concrete (1:3:6) type C2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipe after they are laid & tested complete all as specified and as directed.
All as per item no. 28 above but for 200 mm dia pipes complete all as specified and as directed.
All as per item no. 28 above but for 300 mm dia pipes complete all as specified and as directed.
All as per item no. 28 above but for 600 mm dia pipes complete all as specified and as directed.
M&L for PCC 1:3:6 type C 1 ( using 20 mm graded stone aggregate) as in surface channels and bed of drains complete all as specified and as directed.
M&L for precast cement concrete block walling exc.10 cm width with solid block, PCC 1:3:6 type C1 ( using 20 mm graded stone agg) and setting in cement mortar (1:6) all as specified and as directed by the Engineer-in-Charge.
M&L Fly ash brick work straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
M&L for rendering 15 mm thick on other than fair faces of brick or concrete surfaces in CM (1:4), finishing even and fair without using exta cement complete all as specified and directed.
M&L walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortor 1:6 complete all specified and directed.
All as item no. 36 above but except stone complete all as specified and as directed.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge n.exc 40mm and dressing face beds and joints as specified to random rubble walling brought upto courses complete all specified and directed.
Racking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses buit in cement or cement lime mortar complete all as specified and as directed.
M&L for keyed pointing to random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:4. complete all as specified and as directed .
Cutting into existing manholes for connecting new drains internal dia of pipe 150mm making good to pipe & to or finished and reforming benching as required. 3/4 section in cement concrete (1:2:4) type B-1, smoothcutting out existing benching for forming branch channel (1/2) rendering complete all as specified and as directed.
Extra for forming fair finished drain or channel girth not exc 30cm in cement concrete using extra cement including form mounds etc all as specified and directed .
Returning filling in soil including spreading levelling, watering & well ramming in layers n. exe 25cm (hard dense soil) all as specified and directed .
Removing excavated material not exc 50mtr and depositing where directed at a level not exc 1.50mtr above the starting points in any type soil all as specified and directed .
M&L for providing cast iron, soil & waste and vent pipes in any length, with or without ears with cement joints fixed to walls using pipes 75 mm bore including dismantling of old existing pipe complete all as sppecified and directed .
M&L for providing cast iron, soil & waste and vent pipes in any length, with or without ears with cement joints fixed to walls using pipes 100 mm bore including dismantling of old existing pipe complete all as sppecified and directed .
S&F of CI bends (any radius) diminishing pieces or taper,100mm bore in repairs complete all as sppecified and directed .
S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 100 mm bore in repairs complete all as sppecified and directed .
S&F of CI bends (any radius) diminishing pieces or taper,75 mm bore in repairs complete all as sppecified and directed .
S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 75 mm dia, in repairs complete all as specified and directed .
S&F of CI branch pieces single (equal or unequal) ordinary or inverted (Spigot or socket type) or with parallel branches 100 mm bore complete all as specified and directed .
S&F in repairs for 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall or floor etc using synthetic rubber adhesive cement solvent complete all as specified and directed .
S&F in repairs for 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall or floor etc using synthetic rubber adhesive cement solvent complete all as specified and directed .
S&F in repair for Stack clamps for bore (any dia) of pipe out of 50 mm by 5 mm flat iron and 16mm dia round iron stays,100mm including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed.
S&F for 75mm dia PVC (SWR) bends any radius complete all as specified and directed
S&F for 75mm dia PVC (SWR) junction single(single T) complete all as specified and directed
S&F for 75mm dia PVC (SWR) branch piece single(single Y) equal or unequal complete all as specified and directed .
S&F for 75 mm dia PVC (SWR) vent cowl complete all as specified and directed.
S&F for 110 mm dia PVC (SWR) bends any radius complete all as specified and directed
S&F for 110 mm dia PVC (SWR) junction single(single T) complete all as specified and directed
S&F for 110 mm dia PVC (SWR) vent cowl complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
S&F framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed.
S&F rolled mild steel in joist, channels, angles or tee sections, fixed ,post independently without connecting plates, etc.,conf to Fe 410-W (Gde-E-250) quality 'B'. complete all as specified and as directed.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 with necessry angle cleats and girder plate etc complete all as specified and as directed.
M&L for preparing new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer all complete as specified and directed.
Dismantling stone slab of any description or thickness in floors, approns etc complete all as specified and as directed.
M&L for 25 mm thick rough dressed sahabad stone slab flooring bedded and jointed in cement mortar (1:6) and pointed in CM (1:3)
All as per Item Ser No 68 here-in-before but except sahabad stone complete all as specified and as directed.
M & L for 18 to 20 mm thick granite stone slab (of any type ) work (table rubbed and polished ) as in floor, gate/pillars/col, platform in CM 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and making good for disturbed surfaces and chamfering for exposed edges,surfaces fixed in repairscomplete all as specified and as directed.
Dismantling floor, hearth or wall tiling/ chequered tile/interlocking tile including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premise complete all as specified and as directed .
M&L 25 mm thick Cement concrete 1:2:4 type B-0 using (12.5 mm graded stone aggre) as in sub base of floor complete all as specified and as directed.
M&L for Non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc.and joineted neat in cement slurry and pointed in white or colour cement to match with and over 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
S&F, Glazed ceramic tiles Coloured (350 mm x 250 mm/ 450mm x 350mm x7 mm thick) or size as approved thick in wall/dado etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match rendering with and over 10 mm thick in CM 1:6 on stone masonry surfaces or surfaces other than fair face of brick work/ concrete surfaces complete all as specified and directed.
S&F, Non skid ceramic tiles Coloured 7 to 8 mm (square/rectangular) area of each tile exc 0.11 sqm but nexc 0.18 sqm in floors etc set and jointed in neat cement slurry & pointed in white or coloured cement to match over 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
S & F Non Skid ceramic tiles joint free 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 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 with and over 15 mm thick screed bed in cement mortor 1:6 complete all as specified and directed.
M&L 20-25 mm thick machine cut kota stone slab (table rubbed and polished) as in flooring laid over and including 15 mm thick screed bed or bedding layer in CM (1:4), set and jointed with grey cement slurry mixed with pigment to match the shade of slab including cutting, rubbing, grinding and mirror polishing complete all as specified and directed.
Demolition of cement concrete in ground floors and paving n. exe 15cm thick below or above GL all as directed & cleaning premises complete all as specified and as directed.
M & L for 75 mm th PCC 1:3:6 (using 40 mm graded stne aggregate) type C-2 as in floors, paving, plinth protection, finished even and smooth wthout using extra cement complete all as specified and directed .
M&L 40mm th PCC 1:2:4 type B-1( using 20mm graded stone aggregate ) as in flooring, finished even and smooth with using extra cement complete all as specified and directed .
M & L for 75 mm thick PCC 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in sub base or simillar works complete all as specified and directed .
M & L for 100 mm thick PCC 1:2:4 type B2 using 40mm graded stone aggregate as in hard standing /path etc or simillar works complete all as specified and directed .
S&F for glossy finished chequered cement concrete tiles 30cmx30cmx30mm /20 cm x 20cm x 25 mm (as approved) thick set jointed with grey cement and pigment and pointed in neat cement slurry with and including 15 mm thick screed bed of CM(1:6) in floors complete all as specified and as directed.
All per item No. 83 above but except tiles complete all as specified and as directed.
M&L for 60 mm thick glossy finished cement concrete coloured interlocking pavers block of M-35 grade with approved colour and pattern as approved, as in floors or pavements, laid over and including 30 mm thick stone dust cusioning, laid dry to the profile as directed incl filetting to the edges in CM (1:4), all as per manufacturer's instruction complete all as specified and as directed.
All per item No 85 above but except tiles complete all as specified and as directed.
M & L for Road cutting and repair to disturbed road with 100 mm thick PCC (1:2:4) type B2 over 150 mm hard core of broken stone of gauge n exc 63 mm over rammed earth etc complete including cutting of road portion complete all as specified and as directed.
Taking down cement plaster of any description incl racking out joints hacking for key and scrubbing down with water to remove dust etc complete all as specified and as directed.
M&L for rendering 15 mm thick plaster in CM (1:6) on wall surface finished even and smooth without using extra cement complete all as specified and as directed.
M&L for rendering 15 mm thick plaster in CM (1:4) on wall fair surface finished even and smooth without using extra cement complete all as specified and as directed.
Dismantling fencing wire mesh,any type complete all as specified and as directed .
Supply only chain link fencing of MS galvanized any size or type as approved complete all as specified and as directed. NOTE : Weight of chain link supplied by contractor shall be measured at site and accordingly paid.
Fixing only chain link fencing including line wires, any mesh , size and type fixed to any type of standards, rails, straining bolts, etc., incliding provision of binding wire complete all as specified and directed Note : Supply only chain link fencing and line wire will be measeured and paid separetly.
S&F mild steel round bars 10mm dia and over cut to length bent to shape required including cranking, bending, spirally for hooking ends stiffeners confirming to FE-410-W ( Gde E 250) quality-A or Fe 290 (Gde E-165) complete all as specified and as directed .
M&L Mild steel flat iron fillets (for securing wire mesh) including all necessary drilling, bolting or riveting etc and similar work conforming to FE-290 Gde E-165complete all as specified and as directed .
S&F in repairs galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed .
S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed to other, or screwed both ends, each screwed end to be fitted with washers and hexagonal or square nut length of bolt n exc 5cm long and dia of neck 11 to 15mm complete all as specified and as directed .
M&L for preparation of new steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed .
M&L for preparation of new steel surfaces of any description, exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed .
M & L for PCC 1:3:6 type C2 ( using 40mm graded stone aggregate ) as in foundation filling or mass concrete or simillar work complete all as specified and as directed .
Dismantling posts or struts (wood, steel or RCC), any section, including taking out embeded portion from natural ground and making good disturbed ground complete all as specified and directed.
S&F hand rails, half round or other stock 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 complete all as specified and as directed .
J.G.Goel
PAWAN B SHINDE
OM GANESH CONSTRUCTION
sagar construction
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