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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAccepted-Finance | L1 | Accepted-Finance Responsive | |
| 2 | L2₹30.5 L+₹77,374.09 (2.60%)Accepted-Finance | L2 | Accepted-Finance Responsive | |
| 3 | L3₹32.0 L+₹2.3 L (7.63%)Accepted-Finance | L3 | Accepted-Finance Responsive | |
| 4 | L4₹32.3 L+₹2.6 L (8.71%)Accepted-Finance | L4 | Accepted-Finance Responsive | |
| 5 | L5₹33.1 L+₹3.3 L (11.2%)Accepted-Finance | L5 | Accepted-Finance Responsive |
Tender Value
₹43 L
Closing Date
19 Jan 2022, 4:00 pmClosed
Er Zulfiqar Ali Malik
Executive Engineer Jal shakti (PHE) Division Qazigund
Balance work for construction of Anchor block and supporting pillars, construction of Retaining Wall ,construction of Chowkidar Quarter ,construction of Sluice Chamber , Connecting of SR Including laying fitting of distribuction system and Stabliza
2022_PHE_156100_1
68/EE/JSD/Qazigund/2021-22
Open Tender
Civil Works - Water Works
Item Rate
60 days
Lisser
Please refer NIT
2 documents required · 2 mandatory
₹1,000
MH 0215 PHE
Exempted
30 Jan 2022
5 Jan 2022
20 Jan 2022
5 Jan 2022
19 Jan 2022
5 Jan 2022
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:
All Kinds of Soils
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All Kinds of Soils
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
All Kinds of Soils
Dismantling old C.I. pipes including excavation & refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead & making into blocks, including stacking of pipes at site lead up to 50 meter :
200 mm dia DI pipe
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :
15 mm to 40 mm nominal bore.
Above 40 mm nominal bore
Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
65 mm dia GI pipe
50 mm dia GI pipe
40 mm dia GI pipe
25 mm dia GI pipe
20 mm dia GI pipe
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:-
200 mm dia DI pipe
Engagement of labour for Re-fixing ofdouble coller.
Fitter
labour
Providing and fixing of MS Flanges to the salvaged pipe including cost of flanges ,welding of flanges,Nuts ,bolts,rubber insertion and cutting of threading portion of the pipes etc complete job.
150 mm dia
100 mm dia GI pipe
80 mm dia GI pipe
65 mm dia GI pipe
Rethreading of damaged ends of pipes:-
15 mm to 40 mm nominal bore.
Above 40 mm nominal bore
Provision for pipe special to be supplied from market If not supplied departmently(to be paid as per actual.).
Providing and fixing of pipe special purchade from market:-
65 mm dia Equal Tee
100 mm dia GI Bend
65 mm dia union
65 mm dia Gate valve
65 mm dia GI Bend
Nipple 6''
100 x100 x65 mm Tee
100 mm dia Gte valve
100 mm dia Equal Tee
100 x 65 R.Elbow
100 mm dia Nipple 12''
Providing and laying of dry stone soling tightly hand packed complete job
Dry random rubble masonry with hard stone in foundation and plinth:With bond stone.
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with :- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6(1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type
Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :. First class kail wood
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above/upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platforms
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Edges of slabs and breaks in floors and walls
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
12mm Cement plaster of mix 1 : 6 ( 1 cement : 6 coarse sand)
12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand).
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) "manually contro(led device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. Long pan pattern white vitreous china W.C. pan of size 580 mm.
Providing and fixing Salem Stainless Steel A lSI 304 (18/ 8) kitchen sink as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 19.10A1 Kitchen sink with drain board
Providing and fixing of PVC waste pipe for sink including PVC waste fitting complete (felexible 40 mm dai)
Providing corrugated G.S sheet roofing inlcuding vertical/curved surface fixed with poilymner coated J/L hooks, bolts and nuts 8 mm dia with bitumen and GI limpet washers or with GI limpet washers filled with white lead complete (upto any pitch in horizontal/vertical of curved surface) excl. the cost of purlins and including cutting to size and shape wherever required 0.50 mm thick.
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.50 mm thick with zinc coating not less than 275 gram/m2.
Providing and fixing of M.S. Eves boarding 300 mm wide and soffit boarding including priming coat of red oxide and painting with two or more coats with symthetic paint of approved brand and manufacture
Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm)
Painting with synthetic enamal paint of approved brand and manufacture of required colour to given even shade two or more coats on new work including priming coat and manufacture .
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Provision for sanitary ,plumbing and electricfication and iron grills to windows to the quarter Complete job.(To be paid as per actual detailes)
Provision for road cuttings ,Restoration of road and making good with rich mix 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) Size 6m x 0.3 x 0.25 as directed by Enginner-incharge.
Carriage of material from sourse to dumping site at road by mechanical transport.
Cement & steel for average lead 40 Km
Cement for average lead 35 Km
Cement & steel for average lead 20 Km
Sand for average lead 50 Km
Sand for average lead 40 Km
Sand for average lead 30 Km
20 mm Aggregate for average lead 25 Km
20 mm Aggregate for average lead 35 Km
20 mm Aggregate for average lead 20 Km
20 mm Aggregate for average lead 15 Km
40 mm Aggregate for average lead 25 Km
40 mm Aggregate for average lead 35 Km
40 mm Aggregate for average lead 20 Km
40 mm Aggregate for average lead 15 Km
Stone Soling for Average lead 10 Km
Stone Soling for Average lead 5 Km
Quarry Stone for Average lead 20 Km
Bricks for Average lead 20 Km
65/25/20 mm dia GI pipe 29 Km
Carriage of pipes material from road site upto actual site of work by manual labour for avg. lead of 300 mtrs.
Cement
Steel
Sand & 20 mm Aggregate
40 mm Aggregate
Stone Soling
65/50/40/25 and 20 mm dia GI pipe
Carriage of pipes material from road site upto actual site of work by manual labour for avg. lead of 200 mtrs.
Cement
Steel
Sand & 20 mm Aggregate
40 mm Aggregate
Stone Soling
Quarry Stone
Bricks
Carriage of pipes material from road site upto actual site of work by manual labour for avg. lead of 100 mtrs.
Cement
Steel
Sand & 20 mm Aggregate
40 mm Aggregate
Stone Soling
GHULAM MOHAMMAD SEH
GHULAM QADIR MALIK
M/S MOHD RAMZAN BEIGH
M/s Ashiq Hussain Lone
tech_eval.pdf
fin_eval.pdf
finance_349629.pdf
boq_comp_chart.xlsx
xlsx
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