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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹2.0 L (1.31%)Admitted-Finance | ₹1.5 Cr+₹2.0 L (1.31%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹2.8 L (1.88%)Admitted-Finance | ₹1.5 Cr+₹2.8 L (1.88%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | H M Dobhal L1 | C S RAWAT L3 | BALWANT SINGH RAWAT L2 |
|---|---|---|---|---|---|---|
| 1.00 | 15.3 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | 75.06 | cum | 1,99,734.66 ₹1,99,734.66 Lowest | 2,02,662 ₹2,02,662 | 2,00,410.2 ₹2,00,410.2 |
| 2.00 | 15.7 Demolishing brick work manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge.15.7.4 In cement mortar | 155.29 | cum | 2,39,612.47 ₹2,39,612.47 Lowest | 2,40,699.5 ₹2,40,699.5 | 2,40,699.5 ₹2,40,699.5 |
| 3.00 | 15.25 Dismantling stone slab flooring laid in cement mortar including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead. | 171.58 | sqm | 34,144.42 ₹34,144.42 Lowest | 34,144.42 ₹34,144.42 Lowest | 34,316 ₹34,316 |
| 4.00 | 15.9 Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per direction of
Engineer-in-charge15.9.2 In cement mortar | 83.2 | cum | 1,53,254.4 ₹1,53,254.4 Lowest | 1,53,920 ₹1,53,920 | 1,53,504 ₹1,53,504 |
| 5.00 | 15.23 Dismantling tile work in floors and roofs laid in cement mortar includingstacking material within 50 metres lead.15.23.1 For thickness of tiles 10 mm to 25 mm | 339.24 | sqm | 19,336.68 ₹19,336.68 Lowest | 22,050.6 ₹22,050.6 | 20,354.4 ₹20,354.4 |
| 6.00 | 15.13 Taking out doors, windows and clerestory window shutters (steel or
wood) including stacking within 50 metres lead15.13.2 Of area beyond 3 sq. metres | 33.13 | sqm | 4,870.11 ₹4,870.11 Lowest | 4,969.5 ₹4,969.5 | 4,936.37 ₹4,936.37 |
| 7.00 | 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10
sqm on plan) including getting out and disposal of excavated earth lead
upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil | 104.2 | cum | 19,798 ₹19,798 Lowest | 20,840 ₹20,840 | 19,798 ₹19,798 Lowest |
| 8.00 | Disposal,Dismantling&excavated materail (M.R) | 929.19 | cum | 7,80,519.6 ₹7,80,519.6 Lowest | 7,80,519.6 ₹7,80,519.6 Lowest | 7,85,165.55 ₹7,85,165.55 |
| 9.00 | 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size) | 25.32 | cum | 1,53,920.28 ₹1,53,920.28 Lowest | 1,55,718 ₹1,55,718 | 1,54,452 ₹1,54,452 |
| 10.00 | 5.2 Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :5.2.2 1:1:2 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size) | 90.3 | cum | 8,65,796.4 ₹8,65,796.4 Lowest | 8,71,395 ₹8,71,395 | 8,66,880 ₹8,66,880 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
27 Oct 2021, 12:00 pmClosed
EO Nagar Palika
Nagar Palika Mussoorie
Retender For Construction of Community Toitel and Parking Work Bucharkhana Nagar Palika Mussoorie
2021_NPPM_37340_1
1294(II)
Open Tender
Civil Works
Item Wise
15 days
Nagar Palika Mussoorie
Please refer Tender documents.
2 documents required · 2 mandatory
₹9,440
EO Nagar Palika
₹3.0 L
2 Nov 2021
13 Oct 2021
27 Oct 2021
13 Oct 2021
27 Oct 2021
13 Oct 2021
15.3 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge.
15.7 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.15.7.4 In cement mortar
15.25 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
15.9 Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge15.9.2 In cement mortar
15.23 Dismantling tile work in floors and roofs laid in cement mortar includingstacking material within 50 metres lead.15.23.1 For thickness of tiles 10 mm to 25 mm
15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead15.13.2 Of area beyond 3 sq. metres
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil
Disposal,Dismantling&excavated materail (M.R)
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 1:1:2 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
5.15 Providing, hoisting and fixing above plinth level up to floor five level precastreinforced cement concrete in lintels, beams and bressumers, includingsetting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of requiredcentering and shuttering but , excluding the cost of reinforcement, with1:1:2 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate20 mm nominal size)
5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1;2(1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
12.41 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, (i) Single socketed pipes(weepholes)
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floorV level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (13.1.2) DSR-
7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction(with 12% g.s.t rate inculiding)(3804.10*.12=456.49=(3804.10+456.49=4260.59)
10.25 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works
9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : 9.96.2 250x16 mm
9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete11.41.3 Size of Tile 800x800 mm
11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymermodified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness
6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry
11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.11.48.3 Size of Tile 800x800 mm
13.80 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New work (two or more coats) over and including waterthinnable priming coat with cement primer
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately):12.31.1 Flat surfaces
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn andfixed in position with necessary stainless steel screws etc. 9.3.1 Sal wood
Sanitary Fittings
17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
17.2 Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
17.5 Providing and fixing white vitreous china flat back half stall urinal ofsize 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.2 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap
17.8 Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings
Providing & Fixing of 15mm G.I. class 'B' Pipe (Jindal hissar Make) complete with G.I fittings & clamps including supply of all materials, labour and T&P etc. and including making good the wall etc. (internal work))as per D.s.r.code no.18.12.1 15 mm dia nominal bore
8.12.2 20 mm dia nominal bore
18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.
18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :18.18.2 20 mm nominal bore
18.16 Providing and fixing brass stop cock of approved quality18.16.2 20 mm nominal bore
18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :18.21.2 45 cm length 18.21.2.1 15 mm nominal bore
18.49 Providing and fixing C.P. brass bib cock of approved quality conformingto IS:8931 :18.49.1 15 mm nominal bore
18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:893118.53.1 15mm nominal bore
18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type 18.58.1.1 100 mm nominal dia
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threadingthe pipe and making long screws etc. complete (New work) :18.46.1 15 mm nominal bore
18.46.2 20 mm nominal bore
18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete asper standard design :18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type 18.58.1.1 100 mm nominal dia
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion.12.42.4 Single tee without door12.42.4.2 110x110x110 mm
12.42.5 Bend 87.5°12.42.5.2 110 mm bend
12.42.1 Coupler12.42.1.2 110 mm
17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), includingpointing with white cement mortar 1:2 (1 white cement : 2 marble dust)with an admixture of pigment to match the marble shade (To be securedto the backing by means of cramps, which shall be paid for separately8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. 8.1.1.1 Area of slab upto 0.50 sqm
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brickmasonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand),including drilling necessary hole in stones and embedding the cramp inthe hole (fastener to be paid separately).8.7.2 Stainless steel cramps
Iteam Drainage
12.41 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, (i) Single socketed pipes.12.41.1 75 mm diameter
12.41 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, (i) Single socketed pipes12.41.2 110 mm diameter
Iteam Electrical Fitings
Wiring point for light with 1.50 Sq.mm PVC insulated single core cable in HD PVC condute pipe on surface complete with 1.50Sq.mm PVC insulated Aluminium conductor cable as earth continuity wire drawn inside the conduit complete in all respect .(M.R)
Light . Rate
Tube Light ./led light
Fan with box .Rate/ exest fan
plug point box.
S/F of Fan hook fabric.
MCB box
electrical water motar
S/f of sign board(M.R)
BALWANT SINGH RAWAT
C S RAWAT
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