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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC | L1 | Accepted-AOC Accepted being lowest quoting | |
| 2 | L2₹36.3 L+₹3.1 L (9.35%)Rejected-AOC | L2 | Rejected-AOC Rejected being higher quoting | |
| 3 | L3₹37.4 L+₹4.2 L (12.5%)Rejected-AOC | L3 | Rejected-AOC Rejected being higher quoting | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected due to adequately loaded being one class below |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
5 Aug 2021, 6:00 pmClosed
GE Hisar
Garrison Engineer Hisar Military Station Hisar - 125006
CA No GE(H)-28/2021-22 REPAIR TO FOOTPATH, FENCING, BOUNDARY WALL, DRAIN AND ATTENDING EMERGENT DAY TO DAY COMPLAINT OF SEWER NATURE AND ALLIED WORKS OF OTM ACCN IN AOR OF AGE BR I UNDER GE HISAR AT HISAR MIL STN
2021_MES_458298_1
CA No GE(H)-28/2021-22
Open Tender
Civil Works
Item Rate
300 days
Hisar Mil Stn
As per Tender documents
7 documents required · 7 mandatory
₹500
GE Hisar
₹80,000
Yes
28 Sept 2021
8 Jul 2021
7 Aug 2021
8 Jul 2021
5 Aug 2021
23 Jul 2021
Amount
Demolition of brick/stone masonry built in cement/lime mortar of any mix and stacking serviceable stones aside for reuse & removing unserviceable materials in low laying area, complete, all as directed.
Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed.
Demolition of cement concrete (un-reinforced) in ground floor and paving not exc 15 cm thickness (below or above ground level.) & removing unserviceable materials in low laying area, complete all as directed.
Demolition of stone slab and tiles of any description or thickness in floors, apron etc laid bedded and pointed in any mortor etc complete all as specified and directed.
Dismantling fencing wire mesh of any type or any description fixed to any type of fencing posts.
Dismantling galvanized steel barbed wire of any description fixed to any type of fencing posts. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion embedded in concrete, brick work, masonry etc. and making good disturbed ground all as directed.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for in this Schedule all as specified & directed.
Demolition and breaking up drain pipes 150mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
Demolition and breaking up drain pipes 200mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
Demolition and breaking up drain pipes 300mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for in this Schedule complete all as specified.
Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/ loose soil.
Excavation in trenches not exc 1.5 metre wide and not exc 1.5 metre in depth for foundation or for shafts, walls, manholes etc not exc 10 Sqm on plan and getting out in soft/loose soil.
Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil.
Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level n. exc 1.50 metre above the starting point complete all as specified.
M&L for hardcore of broken stone or boulders, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface all as directed.
M&L for hardcore of broken bricks, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface all as directed.
M&L PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete all as directed.
M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate in foundations, filling and mass concrete all as directed.
M&L for PCC 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in cill, coping steps, seismic and other similar courses, lacing courses, parapet and railing upto 60cm ht, kneelers, kerb and like including weathering slightly rounded or chamfered angl and throating including necessary formwork, complete all as specified and directed.
M&L precast cement concrete (1:2:4 type B0 using 12.5mm graded stone aggregate) louvers and jallies, 25mm thick (measured solid), including all mouldings but excluding frame, set in CM 1:4 including taking down existing jalli all as specified & as directed.
M&L precast cement concrete (1:2:4 type B0 using 12.5mm graded stone aggregate) decorative jallies, 25mm thick (measured solid), including all mouldings but excluding frame, set in CM 1:4 including taking down existing jalli all as specified & as directed.
M&L cement concrete (1:3:6) type C1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc.
M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed. Note :- Reinforcement shall be measured and paid for separately.
M&L for 150 micron heavy duty Polythene sheet (black), laid on rammed earth/over PCC complete all as specified & directed.
M&L for brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified.
All as per serial item No 28.00 here-in-before but except bricks. Note : Old serviceable bricks retrieved from serial item No. 1.00 here-in-before shall be used under this item.
M&L for brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified.
All as per serial item No 30.00 here-in-before but except bricks. Note : Old serviceable bricks retrieved from serial item No. 1.00 here-in-before shall be used under this item.
M&L brick work with subclass 'B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified.
All as per serial item No 32.00 here-in-before but except bricks. Note : Old serviceable bricks retrieved from serial item No. 1.00 here-in-before shall be used under this item.
M&L for brick work using old size fly ash bricks as specified in clasue 6 of Particular specification, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified.
M&L brick work using old size fly ash bricks as specified in clasue 6 of Particular specification, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified.
M&L for Continuous brick edging using sub-class 'B' bricks, with width equal to the width of the brick, laid dry on end vertically complete all as specified.
Removing cement mortar from and cleaning bricks, stacking for measurement including all extra handling and removal and disposing off rubbish complete all as specified.
M&L for reinforcement TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified.
M&L GI wire netting 0.91 mm dia and 20mm mesh lathing to mettal studing in ceiling / chajja plaster including all laps and cutting waste etc complete all as specified and directed.
M&L mild steel work as in 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 Gde E-165 (Fe 290) all as specified and directed.
All as per serial item No 40.00 here-in-before but except steel. Note : Old serviceable MS section retrieved from serial item No. 7.00 & 8.00 here-in-before shall be used under this item.
S&F mild steel framed work as in steel frames, chowkats, 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, conforming to Grade E-165 (Fe 290), complete, all as specified & directed.
S&F galvanised 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc as directed. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
All as per serial item No 43.00 here-in-before but except barbed wire. Note : (i) Old serviceable barbed wire retrieved from serial item No. 6.00 here-in-before shall be used under this item. (ii) Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
Supply only mild steel galvanized chain link fencing any size or type as directed complete all as specified. Note:- Flat iron, round bars, nut bolts and washer shall be measured and paid for separately.
Fixing only mild steel galvanized chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire. Note :- Supply only chain link fencing shall be measured and paid for separately.
Supply only mild steel round bars as in line wire fixed to chain link fencing and other similar works, conforming to Grade E-165 (Fe 290), complete, all as specified & directed.
S&F mild steel screw 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, not exc 5cm long and dia of neck not less than 10mm complete all as specified.
M&L for 75 mm thick PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in sub base, surface finished fair and even complete all as specified.
M&L for PCC 1:2:4 type B0 using 12.5mm graded crushed stone aggregate as in levelling course 25mm thick finished fair & even complete all as specified & as directed.
M&L for 100mm thick PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in floor finished with spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green, all as directed.
M&L for forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound grade 'A' all as specified and directed.
M&L for 40mm thick PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in flooring, finished even and smooth with using extra cement complete all as specified & as directed. Note : - Glass dividing strips shall be measured and paid for separately as “Supply only” under relevant item of this Schedule.
Supply only glass dividing strips 3mm thick and 38mm wide.
M&L stone sett flooring with hard granite stone setts of size 200 to 250mm long, 150 to 200mm wide, 150mm deep and sides dressed, bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified & as directed. Make of metallic floor hardener : - IRONITE / HARDONATE
All as per serial item No 55.00 here-in-before but except stone sett. Note : Old serviceable stone sett retrieved from serial item No. 4.00 here-in-before shall be used under this item.
M&L Edge stones to flooring with hard granite stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and sides dressed, bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified & as directed. Make of metallic floor hardener : - IRONITE / HARDONATE
M&L for cement concrete (Quality Controlled Concrete) work in pavement / hardstanding of flexural strength 40 Kg per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less, including necessary form work for laying in alternate bays of size as directed by Engineer-in-charge complete, all as specified & directed. Note :- (i) Design mix shall be approved by the GE before execution of the work. In case, quantity of cement as per actual design mix works out less than 400 Kg per cum of concrete, then minimum cement as 400 Kg/Cum of concrete shall be used without any extra cost to Govt. In case cement as per actual design mix is more than the 400 Kg/cum of concrete, the actual quantity as per design mix shall be used in the work without any extra cost to Govt.
M&L for factory made vibrate type chequered cement concrete coloured tiles, glossy finish, 25cm x 25cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement & pigment, laid over & including 20mm thick screed bed in cement & sand mortar 1:4, complete, all as specified & as directed.
M&L for factory made 60mm thick machine pressed precast cement concrete coloured interlocking paver blocks glossy finish of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & directed.
M&L for factory made 80mm thick machine pressed precast cement concrete coloured interlocking paver blocks glossy finish of Grade M-40 conforming to IS 15658-2006 of shape and size as directed with grey cement and pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & directed.
M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in kerb block (factory casted) with plain fair faces, including weathering, slightly rounded or chamfered angle throating, with plain or interlocking joints and setting in cement mortar 1:4, complete, all as directed.
Raking out joints/pointing to brick work or brick tiles, laid flat, in floors, surface channels, roofs, etc all as specified.
M&L flush pointing to brick walls in cement mortar 1:4 all as specified.
M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces of walls, finished even & smooth without using extra cement complete all as specified.
M&L for rough cast finish plaster by applying the under coat of cement and sand mortar 1:3 not less than 10 mm thick and while it is still in plastic state the roughcast mixture consisting of crushed stone or fine gravel aggregate (size between 6 to 12 mm depending on the texture required) mixed with coarse sand and cement in the ratio of 1: 1: 1 shall be applied and finished even complete all as specified.
M&L for preparation of newly plastered surfaces of wall & applying two coats of cement base paint of approved shade/tint complete all as specified.
M&L for preparing the old decorated plastered /un plastered surfaces of walls including cornices by brooming down or steel wire brushing scrapping down or steel wire brushing scrapping down smoke soot etc. and applying one coat of cement base paint of approved shade/tint on wall surface to give uniform and smooth surface etc complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls & applying two coats of colour wash over one coat of white wash complete all as specified.
M&L for preparing surfaces of wood and wood based materials, steel and iron work new or old, not otherwise described and treating ends of posts, backs of chowkats etc., area tarred exc 0.1 sqm but n exc 0.5 sqm each and treated with tar or coal tar black paint all as specified and directed.
M&L for preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint of approved tint over a coat of red oxide primer complete all as specified.
M&L for preparation of old painted steel and iron surfaces of any description over 10 cm in width or girth and applying one coat of synthetic enamel paint of approved tint all as specified & as directed.
Material and labour PCC 1:3:6 type C-2 using 40 mm graded stone aggregate in concrete bed to drain pipes including forming cradles in after they are laid and tested complete for 150mm bore pipe all as specified and as directed.
Material and labour PCC 1:3:6 type C-2 using 40 mm graded stone aggregate in concrete bed to drain pipes including forming cradles in after they are laid and tested complete for 200mm bore pipe all as specified and as directed.
Material and labour PCC 1:3:6 type C-2 using 40 mm graded stone aggregate in concrete bed to drain pipes including forming cradles in after they are laid and tested complete for 300mm bore pipe all as specified and as directed.
M&L for 150mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
M&L for 200mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
M&L for 300mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
M&L for cutting into existing manholes/Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 150mm bore pipe.
S&F factory made precasted reinforced cement concrete ferrow (SFRC) manhole cover of size 600mm dia, heavy duty HD-20 grade conforming to IS - 12592 complete all as specified and directed.
S&F factory made precasted reinforced cement concrete ferrow (SFRC) manhole cover of size 1.20m x 0.60m, heavy duty HD-20 grade conforming to IS - 12592 complete all as specified and directed.
Removing of localised blockage by cleaning gully trap, floor/Nahani trap, soil waste pipe, WC, chocked rain water pipe etc upto and including 1st manhole and removing sludge water/waste upto 50 metre distance and burring the same in pit complete. Note :- Blockage belongs to one quarter/building in drain pipes connected to first manhole shall be measured and paid as one unit irrespective to No of connections/cubicals including dewatering of first manhole if required.
Removing of localised blockage by flushing, rodding, activating sewage system manually or mechnically between adjacent two manhole of sewage line upto 200mm dia pipe and depth of sewage line upto 1.50m deep after first manhole and removing sludge water / waste upto 50 metre distance and burring the same in pit complete. Note :- One complaint shall be considered on removing blockage between two adjacent manholes.
Removing of localised blockage by flushing, rodding, activating sewage system manually or mechnically between adjacent two manhole of sewage line upto 200mm dia pipe and depth of sewage line exc 1.50m and upto 3.00m deep after first manhole and removing sludge water / waste upto 50 metre distance and burring the same in pit complete. Note :- One complaint shall be considered on removing blockage between two adjacent manholes.
Thorough cleaning, of manholes and adjacent line by flushing and activating sewage system and cleaning manually (by rodding to & fro with sewage steel clearing rods) or mechanically with suction machine / Scrappers of sewage line upto with depth not exc 1.5m and getting out solid/sludge/sand/foreign matters etc deposited in lines & sewer of any section, shape, depth and removing the same to a distance exc 250 metre and not exc 500 metre all as directed at site complete.
M&L for galvanized steel water tubing medium grade of 50mm bore with & including all fittings and fixed complete to walls and ceilings or laid in floors.
NAVIN KUMAR
m/s Rajesh Kumar
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