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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹69.0 L (24.0%)Admitted-Finance | ₹3.6 Cr+₹69.0 L (24.0%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sumit Gupta L1 | Electromechanics Engineers And Contractors L2 |
|---|---|---|---|---|---|
| 1.00Providing and laying in position machine· batched, machine mixed and machine vibrated -design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 91 03) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge-M-20 grade reinforced cement concrete. Add or deduct for providing richer or leaner mixes respectively at all floor levels :- Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. All work upto plinth level. | |||||
| 1.01 | All work from plinth level upto floor V level:- Walls, columns, pillars, posts and struts | 247.72 | Cum | 5,533 ₹13,70,611.12 Lowest | 7,500 ₹18,57,867.96 |
| 1.02 | Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc. | 365.66 | Cum | 6,133 ₹22,42,602.65 Lowest | 7,500 ₹27,42,462.08 |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering , finishing and Reinforcement- All work upto plinth level 1:1.5:3 (1 Cement : 1.5 course sand : 3 graded stone aggregate 20 mm nominal size) | 55 | Cum | 2,133 ₹1,17,315 Lowest | 6,600 ₹3,63,000 |
| 4.00Centring and shuttering including Strutting propping etc. and removal of form work for | |||||
| 4.01 | Columns , Pillars, abudments, Piers, posts and struts. | 672 | Sqm | 333 ₹2,23,776 Lowest | 350 ₹2,35,200 |
| 4.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 591 | Sqm | 333 ₹1,96,803 Lowest | 350 ₹2,06,850 |
| 4.03 | Suspended floors, roofs, landings, balconies and access platforms. | 1,322 | Sqm | 233 ₹3,08,026 Lowest | 350 ₹4,62,700 |
| 4.04 | Stairs, (excluding landings) except spiralstaircases. | 68.26 | Sqm | 333 ₹22,730.58 Lowest | 350 ₹23,891 |
| 4.05 | Weather shade. Chajjas, corbels etc., including edges | 104.85 | Sqm | 333 ₹34,915.05 Lowest | 350 ₹36,697.5 |
Tender Value
₹3.8 Cr
Closing Date
16 Mar 2021, 6:00 pmClosed
Rajesh Bhagat
XEN PWD DIV NO II JAMMU
Construction of Proposed Additional 3rd Floor Block over under construction on the existing basement and Ground floor Parking in Govt. Women College Parade Jammu
2021_PWDJK_118858_1
165 of 2020-2021
Open Tender
Civil Works
Item Rate
365 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Treasury Challan under MH 0059
Exempted
Jammu
23 Mar 2021
3 Mar 2021
17 Mar 2021
3 Mar 2021
16 Mar 2021
3 Mar 2021
12 Mar 2021
Amount
Providing and laying in position machine· batched, machine mixed and machine vibrated -design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 91 03) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge-M-20 grade reinforced cement concrete. Add or deduct for providing richer or leaner mixes respectively at all floor levels :- Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. All work upto plinth level.
All work from plinth level upto floor V level:- Walls, columns, pillars, posts and struts
Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering , finishing and Reinforcement- All work upto plinth level 1:1.5:3 (1 Cement : 1.5 course sand : 3 graded stone aggregate 20 mm nominal size)
Centring and shuttering including Strutting propping etc. and removal of form work for
Columns , Pillars, abudments, Piers, posts and struts.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platforms.
Stairs, (excluding landings) except spiralstaircases.
Weather shade. Chajjas, corbels etc., including edges
Walls (any thickness) incl. attached pilasters, butteresses, plinth & string course etc.
Edges of slabs and breaks in floors and walls under 20 cms size
Reinforcement for R.C.C work including straightening cutting, bending , placing in position and binding all complete thermo-Mechanically treated bars. ( Total quantity of RCC work 668.38CUM @ 170kg P/CUM
Brick work with common burnt clay F.P.S (non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement:6 coarse sand).
Extra for brick work in super structure above plinth level upto floor-V level. ( by Manual Means)
Half brick masonry with bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand).
Extra for half brick masonry in super structure above plinth level upto floor V-level.
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S bricks).
15mm cement plaster on the rough side of single or half brick wall of mix in 1:6 (1 cement : 6 fine sand).
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand).
6mm thick cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand).
Extra for plastering Exterior work height more than 10 mtr from ground level for every edditional height of 3mtr OR part ther of
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z. sections and other sections of approved make conforming to IS : 733 and IS : 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber I neoprene .. gasket felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I panelling, C.P. brass I stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- Charge (including glazing, panelling and dash fasteners)For fixed portion Powder coated aluminium (minimum thckness of powder coated 50 microns) complete job.
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing wall with Delux multi surface paint system for interiors using primer as per manufacturers specifications Two or more coats applied @ 1.25 litre 10 sqm over and including one coat of special primer applied @ 0.75 litre / 10 sqm
Finishing wall with texture exterior paint of required shane on new work (two or more coats applied @ 3.28 litre/10sqm over nad including base coat of water proofing cement pa int applied @ 2.20kg/10sqm.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 grade (1 cement : 3 coarse sand : 6 graded stone) aggregate 20mm nominal size Crushed. (40mm)
Providing and laying Cement Concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded brick aggregate 40mm nominal size) in retaining wall/return wall, columns etc. excluding cost of centering and shuttering, all work upto floor V level
Providing and fixing gang saw cut mirror polished (pre moulded and pre polished), machine cut for kitchen platform, vanity counters window sills facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite of any colour and shape (Area of slab over 0.5 sqm) 18mm thick.
Extra for providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in Charge. Granite Work
Finshed wall with water proofing cement paint of required shade new work (two or more coats) applied @ 3.84 kg /10sqm. (quantity as per Exteior paint)
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm
Making khurass 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing gola 75x75 mm in cement concrete 1:2:4 (1cement :2 coarse sand :4 stone aggregate 10 mm and down gauge ) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75 x 75 mm deep chase
Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens repair to edges plaster panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
Add or deduct for plaster drip course/groove in plastered surface of moulding to R.C.C. projections
Strctural steel work welded 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. (Hollow recangular pipes 100x50x6mm with 8mm thick M.S gaset palte (conneting plate).
Providing and fixing of fiber sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G. I limpet washers or with G. I. limpet washers filled with white lead on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whereever required. complete job (rate to be quoted by contractor)
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS:15450 U.V. stablised with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) eg. Elbows, tees, reducers, couplers and connectors etc. with clamps at one metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the Engineer-in-charge. (Concealed work including cutting chases and making good the wall etc.)
1620 (20mm OD) pipe
2025 (25mm OD) pipe
2532 (32mm OD) pipe
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to 15:15450 U.V. stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80°Cincluding all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e"g. Elbows, tees, reducers, couplers and connectors etc. with clamps at one metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge: External work including trenching and refilling etc.complete
2025 (25mm 00) pipe
2532 (32mm 00) pipe
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes
75 mm diameter
110 mm diameter
Providing and fixing of G.I fittings for overhead tank
Tank Nipple 1"
Union
Niple 1"/4"
Socket 1"
Socket reducer 3/4 x1"
Balvalve brass 1"
CP nipple 1/2 x 1"
CP nipple 1/2 x 1.5"
Providing and fixing on wall face unplasticised- PVC moulded fittings/accessories for unplasticised- Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 1 0 mm gap for thermal. Accessories 75mm for PVC liftting
Plain bend
Door bend
Floor trap
Accessories 110mm for PVC iftting
Plain bend
Reducer or Tee 110x75
P trap
Door bend
Off set plain bend
Vent cowel
Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design Inside dimensions 455x610 mm and 45 cm deep for single pipe line-
Providing and fixing tiled False Ceiling of specified materials of size 595x595mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 gms/sqm both side inclusive ) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200 x 600mm and secondary cross “T” of length 600mm and size 24x25 mm made of 0.30mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.30mm and laying false ceiling tiles of approved texture in the grid including, wherever, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.8 mm spaced at 1200mm center to center along size 85x30x0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (The rate is excluding the cost of tiles which will be paid for separately). GI Metal Ceiling Lay in perforated Tegular edge global white colour tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after ending and perforation, and backed with a black Glass fiber acoustical fleece
Providing and placing on terrace (at all floor levels) polythyne water storage tank ISI : 12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for intel, outlet and over flow pipes but without fittings and the base support for tank (sintex, electroplast, star, lotus or equivalent having valid ISI license.
Providing and fxing of sanitary fixtures in W.C pantry (Jaguare)
European seat (1 unit complete) Lyswht38851S
Wash Basin-ARS white 39801
Pedestral ARS white 39301
Under counter basin CNS white 705
Angular stop cock FLR CHR 5053N
Hand shower jet ALDCHR 573
Bib cock FLR 5047N
Pillar cock FLR CHR 5011N
Basin Mixturr CQT 23169B
Towel rod CAN 11115N
Soap dish CAN CHR 1136N
Watse coupling ALDCHR 705
Urinal white 355x345x353 URS white 13261
Sink Mixture FLR 5309N
Paper holder AHS 1551
Unrinal partition H=900 W=450 make JSE CHR 810 UC 450X
Miror SWIVEL CAN 1195N
Grab Bar AHS 1507
Watse pipe
PVC connection 1.5
PVC connection 2"
CP grating with hole
Plain CP gratting
Unrinal Sprinklar
Stainless steel sink double sleem make
Mirror Swivel ACN-1195N
Sink 24x18x9 single bowel hand made stain with coating CAT NO. 7K01 make HOPE (stainless steel)
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc.including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such Killogram 573.50 as nuts, bolts, fasteners etc.
Providing and Laying vitrified floor tiles in diffrent sizes (thickness to be specified by the manufacture) with water absorbtion less then 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. size of tile 60x60cm
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. In colour such as White, Ivory, Grey, Fume Red Brown
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete In colour such as White, Ivory, Grey, Fume Red Brown
Carriage of material by MT including loading /Unloading and stacking at site completed.
Sand for an average lead of 15kms
Stone aggregate above 20mm size av. Lead 15 kms
Brick for an averahe lead of 15 km
Electromechanics Engineers And Contractors
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