Local Self Government Department Tender
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Costs
EMD
₹ 11,60,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_DLB_306081_1Bid Award Id
ViewTender No
9880Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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Documents
BOQ Items
2 x 4.0 sq.mm
1630
-
53
2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.
125
-
103
P&F of thermoplastic/ PVC cable junction boxes (United/ HPL make) of following sizes including clamps for holding the box, cost of DIN rail for MCB mounting, connectors for cables terminals, threaded cable glands made of polyamide material etc. complete in all respect..
-
-
-
300mm X 200mm X125mm
50
-
733
Labour charges for Excavation of 30cmx75cm size trench in CC road including refilling of excavated earth,compaction of earth, making good the same complete as required .
450
-
124
Providing & Laying of 25 cm thick layer of river sand to cover of existing cable in 30cmx75cm size cable trench with levelling and making symmetric 25 mm thick layer in complete running length of trench as required.
450
-
56
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-
(a) Material :- H4- Grade aluminium conductor of purity 99.6 % & as per IS:1554 P-I / IS :7098 P – I
(b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures.
(c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.
-
-
-
Armoured Cable
-
-
-
4.0 Sq. mm, 2 core
310
-
57
Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) as per PWD specification for electrical Works, made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , minimum width of 1 module switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in charge,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
6 A one way switch
120
-
52
16 Amp. 1 Module switch With Led Indicator Providing & Fixing of modular type lockable feature socket duly ISI marked (IS :1293) as per PWD specification for electrical Works, made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , including all as per pre approved by Engineer in charge,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
6 A 3 pin shuttered socket
50
-
88
16 A 6 pin shuttered socket
25
-
133
Providing & Fixing of following size mounting grid plates with cover plates as per PWD specification for electrical Works, made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure "A" attached with this BSR
-
-
-
4 Module
40
-
67
8 Module
25
-
121
12 Module
15
-
157
Providing & Fixing of following size hot dip galvanized M.S. box of 18 SWG as per PWD specification for electrical Works, with earthing terminal in recess/ surface suitable for modular accessories as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
4/4 Module
40
-
87
6/8 Module
25
-
132
10/12 Module
15
-
197
Supply and erection of M.S. Galvanized Octagonal pole ( as per BSEN 40-3-3:2003 /BSEN 10025/IS 2062 IS:875 Part-1 – 2015 /for MS plate for base flange )of following length and dimension as pertable P-01 with base plate on the cement concrete foundation of M 20 grade (1:1.5:3) as per IS 456/IS 2911. with the help of anchor bolts of grade 6.8 (IS: 1367 P III ). The pole shall have a weatherproof flush door and locking arrangements. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
-
-
-
Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table P -01 for specs.)
-
-
-
4 Mtr
100
-
7792
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground/ Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m
67.27
-
210.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level :1:4:8 (1 Cement : 4 Fine / coarse sand : 8 graded stone aggregate 40mm nominal size)
6.94
-
4340
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 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
1.82
-
5360
Earth filling with available surplus soil excavated from foundations and taken from outside of building plinth in layers not exceeding 20cm. in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift up to 1.5 m.
31.53
-
144
Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand)
36.44
-
4600
Brick work with machine moulded perforated bricks of class designation 125 conforming to IS: 2222 -1991 in superstructure above plinth level upto two stories in cement mortar 1:6 (1 cement : 6 coarse sand) : With bricks.
33.92
-
6330
Half brick masonry with bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:4 (1 cement :4 coarse sand)
72.15
-
704
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine/ coarse sand)
435.29
-
285.5
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
345
-
88.5
Centering and shuttering at all levels including at all levels including strutting, propping etc. and removal of form for : Susupended floors, roofs, landings, balconies and access platform :
82.87
-
403.5
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to two stories excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) M-20 Grade concrete
10.62
-
7030
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
1274
-
64.2
Providing and fixing steel galzed doors, windows and ventilator shutters of standard rolled steel section joints mitred and velded with steel lugs 13 x 3 mm, 10 cm lomg embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bots and nuts as required including providing and fixing of plained glass panes 4 mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat or approval steel primer, excluding the cost of metal leading and other fitting except necassary hinges of pivots steel handels peg stay etc. as equired Partly fixed and partly openable (fixed area not to exceed 33%)
21.15
-
3560
Painting top of roofs with bitumen of approved quality at 17 kg. per 10 sqm impregnated with a coat of coarse sand at 60 cum per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100
47.88
-
134
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 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 75x75 mm deep chase
41.7
-
191
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone
0.33
-
54500
Providing and fixing Ist quality ceramic glazed wall tiles confirming to IS: 15622 (thickness to be specified by the manufacture) 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.
81.48
-
837
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with meet cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : Light shade using white cement.
94.31
-
901
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade.
298.59
-
95.4
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg / 10 sqm.)
132.02
-
85.4
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
21.15
-
97.5
Providing and fixing wash basin with C.I. brackets, IS 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 with wherever require : White Vitreous China Flat back wash basin size 630 x 450 mm with single 15mm C.P. brass pillar taps each.
4
-
2373
Providing and fixing 600 x 450 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.
4
-
1048
Providng and fixing G.I. pipes complete with G.I. fititngs and clamps, inlcuding cutting and making good the walls etc. Internal work - exposed on wall 15 mm diameter nominal bore.
90
-
242.5
Providng and fixing G.I. pipes complete with G.I. fititngs and clamps, inlcuding cutting and making good the walls etc. Internal work - exposed on wall 20 mm diametet nominal bore.
30
-
294
Providing and fixing C.P. brass long nose bib cock of approved quality confirming to IS standard and weighing not less than 690 gms. 15 mm nominal bore.
4
-
584
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank.
8000
-
8.8
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make confirming to IS : 8931. 15 mm nominal bore.
4
-
709
Providing and fixing PTMT ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P. / H.P.H.D. plastic ball. 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.
4
-
223.5
Providing and fixing on wall face Un plasticized Rigid PVC rain water types confirming to IS : 13592 Type A including jointing with seal ring confirming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diameter.
16
-
191.5
Providing and fixing Un plasticized PVC connection pipe with PTMP nuts collar and bush of approved quality and colour. 15 mm nominal bore with 30 cm length.
30
-
74.6
P&F 1.6 mm thick M.S. Recessed fan box, hexagonal / round of size 100 mm diameter, depth 75 mm, 12 mm diameter road fan hook with 100 mm length extended on each side.
2
-
94
Providing and fixing flexible 20 mm diameter PVC conduit 2 mm thick including all necessary supports, clamps, jointing pieces etc for drop of wire / cable from slab / wall.
60
-
31
Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade and 1.5 sq. mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS : 694) of approved make in surface / recessed ISI marked medium duty PVC conduit and its accessories, round tiles, 18 SWG M.S. box with earth terminal, screw less cage connectors for neutral looping in switch board and falce sealing point, 6 A switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required Gr-2.
-
-
-
Short point (up to 3 mtr.)
28
-
245
Medium point (up to 6 mtr.)
14
-
370
Long point (up to 10 mtr..)
12
-
478
Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm. FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade and 1.5 sq. mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS: 694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it’s accessories,8 SWG M.S.box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. On Board Gr. - I.
6
-
89
P&F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required.1400 mm sweep
4
-
1617
36W LED light fixture 2'x2' with acrylic / prismatic front cover.
5
-
2608
SITC of quick make and quick break 3 POLE current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 13947-2 / IEC 60947-2 with front face and centralized adjustable, line load interchangeability, having positive isolation capacity, provision for UVR, shunt trip, earth fault trip, push (test) to trip, including making connections with lugs / spreaders etc as required with Thermal Magnetic release up to 100 Amp, 10 kA, fixed O/L and S/C setting.
1
-
5931
P & F of Heavy duty capacitor start, Double ball bearing 900/1400 RPM single phase ISI marked exhaust fan, IS:2312 marked in existing opening including making connections testing etc as required. 300 mm sweep(900/1400 RPM).
2
-
2316
P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required. 5 step fan regulator
2
-
319
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
1750
-
210.5
Add extra over item no 4.9.1, 4.9.2, 4.9.3 and 4.9.4 in RUIDP SOR for excavation in saturated soil, silt and sludge where pumping or bailing out of water is required including shoring strutting where required and dewatering, where width is upto 6 metre. Excavation depth from ground level 0.0 to 9.0 m Excavation from Encountered depth of water table 0.0 to 1.5 m
875
-
42.1
Random rubble dry stone Kharanja (soling) under floor.
87
-
1838
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
525
-
4340
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65.
2150
-
1732
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick
240.03
-
2174
Providing and fixing Mild steel railing including painted, complete as per drawing and technical specification and as per clause 1900 & 2703.2 of MoRT&H Specification including all material, labour, machinary etc.
100
-
2595
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grade - III Material
768.75
-
1114
Providing and laying precast cement concrete M-30 Grade 100mm thick paving blocks of approved shape and size (not less than 0.20 sqm), , over 100mm thick PCC M-10 Grade bedding (duly compacted) including filling of joints with cement sand mortar (1:3) complete as per drawing and specification and as approved by Engineer.
5125
-
855
PVC Storage Bins 14 liters capacity for collection of waste at house holds
20
-
300
Contarised hand carts for collection of soild waste
1
-
10550
Container required for secondary storage for municipal waste capacity 660 liters
1
-
7932
Earth work in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refiiling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar,etc.upto
1.50 mtr.
141.6
-
210.5
Supply and stacking good earth at site of work.
141.6
-
299.5
Carriage of materials mechanical transport including loading, unloading and stacking Earth upto 5 kms load.
141.6
-
184.5
Spreading of sludge farm yard manure or / and good earth in required thickness (cost of sludge, farm - yard manure or/and good earth to be paid for separately)
70.8
-
43.3
Supply at site of work.well decayed farm yard manure, from any avialable source, approved by the engineer in charge including screeing and stacking.
70.8
-
671
Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn from weeds and fir for moving including supplying good earth if needed in rows 7.5 cm apart in either direction.
350
-
59.9
Laying of lawns including plugging leveling breaking of clods maturing & removal of stones etc. (Cost of manure or extra good earth to be paid seprarately) Maintenance of lawns for 30 days or more till the grass forms a thick lawn from weeds and fir for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost.
-
-
-
In raws 15 cms. Apart in either direction
475.97
-
2185
Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cm per meters and supplying and planting hedge plants at 30 cm apart.
750
-
348
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
265
-
1618
Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.
-
-
-
Mesh size 75mm x 75mm made of GI wire 3.15mm dia
1200
-
691
Earth work in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refiiling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar,etc.upto 1.50 mtr.
-
-
-
150 mm interal diameter
135
-
210.5
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductil Iron (D.I.) ISI Marked K-7 grade S&S pipes as per IS : 8329-2000 (amended upto date) with internal cement mortar lining for potable with rubber ring (EPDM / SBR) joints as per IS : 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and
commissioning as per Technical Specifications and as per ditection of Engineer. 150 mm interal diameter
300
-
436.5
Providing, lowering, laying, aligning , fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS : 14846 amended upto date) PN 1.0 class of following dia complete (excluding jointing and jointing material) including material, labour, testing and commissioning along with pipe with as per Technical Specifications and as per direction of Engineer. Category "A" Make :(kirloskar Bros. Ltd. Indian Valve Co.(IVC), Fouress Engineers Pvt. Ltd.) Other vendors will be considered in category "A"
4
-
10100
20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of a neat cement complete as per standard design : Width F.P.S. bricks
2
-
12450
Making Mehrab's, Arches, pillers, highly decorative creepers, flower of small sizes etc. in lime surkhi plaster (1:2) as per B248 old traditional practices ( Arches, Mehrab's) in three coats for base course and subsequent course and Loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/ design etc. The work is to done with all leads and lifts as per work of Jaipur practice.
120
-
796
Making Kangura on top of the wall as per Jaipur traditional practice with tile brick bats/stones in grinded Lime Surkhi mortar (1:2) thickness of Kangoora 15 cm & height 45 cm, finishing with lime Surkhi mortar 1:2 complete in all respect up to 10 meter from ground level including all scaffolding, lead & lift.
400
-
1600
Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
Granite of any colour and shade.
120
-
2220
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
120
-
137
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone
10
-
54500
Providing and fixing Ist quality ceramic glazed wall tiles confirming to IS: 15622 (thickness to be specified by the manufacture) 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.
120
-
837
Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in- charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with :
Makrana white second quality.
120
-
2474
Brick masonry work in cement mortar with mechanical mixer with First class bricks (min. 10.5 Mpa) in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 & 1300 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand)
80
-
5530
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand)
700
-
283.5
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level Depth upto 1.5 m
65000
-
214.5
Materials by mechanical transport including loading, unloading and stacking :: Rate For lead 1 km
65000
-
77.5
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level Depth upto 1.5 m
85
-
210.5
Centring and shuttering with plywood or steel sheet upto two stories or height upto
7.5 metre above plinth level including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string
courses etc.
41.6
-
337
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, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing ::1:2 (1 cement : 1 coarse sand : 2 graded
stone aggregate 20 mm nominal size) (As per design mix)
73.5
-
6350
Centring and shuttering with plywood or steel sheet upto two stories or height upto
7.5 metre above plinth level including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string
courses etc.
38.74
-
337
Providing and laying structural plain/ reinforced cementconcrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause1500, 1700 and 2200 of MoRT&H specification including all material,labour, scaffolding etc. RCC Grade M -20
51.5
-
6140
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
6180
-
64.2
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement : 4 fine/ coarse sand)
40
-
385.5
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level Depth upto 1.5 m
351
-
210.5
Add extra over item no 4.10.1, 4.10.2, 4.10.3 and 4.10.4 in RUIDP SOR for excavation in saturated soil, silt and sludge where pumping or bailing out of water is required including shoring strutting where required and dewatering,
where width is upto 6 metre. Excavation depth from ground level 0.0 to 9.0 m, Excavation from Encountered depth of water table 6.0 to 7.5 m
1076.4
-
337
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, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing ::1:2 (1 cement : 1 coarse sand : 2 graded
stone aggregate 20 mm nominal size) (As per design mix)
158.4
-
6350
Random rubble masonry work in cement mortar with mechanical mixer in substructure/ super structure at all levels complete as per clause 1400 and 2200 of MoRT&H specification including all material, labour, scaffolding etc but excluding pointing and plastering. In cement mortar 1:3 (1 cement : 3 coarse sand)
71.05
-
4785
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement : 4 fine/ coarse sand)
236
-
385.5
B) Name of Work : Development work of Jachha ki Bawri including 3 year defect liability and thereafter 2 years O&M for Hindaun City.
-
-
-
Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to
a lead of 1000 mtrs and earth filling in the depression/pit to required
compaction as per MoRT&H specification clause 201. (Measurment
of girth to be done at height of 1 m above ground level)Girth from 600 mm to 900 mm
10
-
684
Clearing Grass and Removal of Rubbish (Maximum 150mm) by
manual means and disposal at a lead of 50 metres as per MoRT&H
specification clause 201.
0.18
-
32500
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
135.65
-
210
Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
99
-
144
Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth (Rate for lead 1km.)
99
-
152.02
Supplying Chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.
40
-
221.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
52.43
-
4340
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
17.64
-
220
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars
557.8
-
64.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
2.89
-
6270
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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
2.7
-
6850
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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.38
-
6780
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)
276
-
4245
Random rubble dry stone Kharanja (soling) under floor.
265.6
-
1838
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
29.92
-
4785
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick
744
-
1717
Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc.complete as per specifications.
266
-
737
Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
266
-
312.5
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
15.51
-
5750
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, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (coping for parapat wall.)
1.15
-
5820
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand)
157.8
-
283.5
Providing and fixing 50 mm dia G.I. steel pipe railing in 3 rows duly
painted on medium weight steel channels (ISMC series) 100 mm x
50 mm, 1.2 metres high above ground, 2 m centre to centre,
complete as per approved drawings including all material, labour.
180
-
2318
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including black enamelled ISI marked M.S butt hinges with necessary screws. Second class teak wood 35 mm thick
28.25
-
3830
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
49.8
-
115
Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table P -01 for specs.)
10
-
9707
P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance. LED street light fixture 30-40 Watt , Group 2
10
-
2245
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
2000
-
4.1
Supplying sludge duly stacked at site/ store.
60
-
121.5
Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed In rows 7.5 cm apart in either direction
2000
-
59.9
Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).
-
-
-
Hole 1.2 m dia and 1.2 m deep
10
-
787
Hole 0.9 m dia and 0.9 m deep
10
-
330
Hole 0.6 m dia and 0.6 m deep
10
-
103
Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
-
-
-
Tabernaemontana variegated ( Chandni)
100
-
502
Hamelia patens ( Firebush, Thal Kamal)
100
-
467.5
Hibiscus variegated ( Guddal)
100
-
481.5
Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 600 mm min. height shurbs at site in 0.45 m dia holes, 0.45 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
10
-
2222
Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
-
-
-
Plumeria alba ( Champa)
10
-
1433
Gulmohar(Delonix regia)
10
-
1247
Neem(Azadirachta indica)
10
-
1057
Jacaranda mimosifolia (Neelli Gulmohar)
10
-
1057
Mangifera indica (Mango)
10
-
1137
Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required
-
-
-
Plumeria alba ( Champa) 3 M height minimum
10
-
1648
Neem(Azadirachta indica)
5
-
1566
Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacture‘s logo of appropriate size Engraved at suitable place.
10
-
8500
Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. (For Main Gate Work)
5
-
8720
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
50
-
1874
C) Name of Work : Beautification and Development work of Prahlad Kund including 3 year defect liability and thereafter 2 years O&M for Hindaun City.
-
-
-
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)Girth from 600 mm to 900 mm
20
-
684
Clearing Grass and Removal of Rubbish (Maximum 150mm) by
manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
1.8
-
32500
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
564.5
-
210
Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
600
-
144
Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth (Rate for lead 1km.)
600
-
152.02
Supplying Chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.
40
-
221.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
172.18
-
4340
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
17.64
-
220
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars
557.8
-
64.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
2.89
-
6270
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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
2.7
-
6850
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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.38
-
6780
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)
881.97
-
4245
Random rubble dry stone Kharanja (soling) under floor.
40.5
-
1838
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
20.25
-
4785
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 50 mm thick
603
-
1946
Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc.complete as per specifications.
1382.3
-
737
Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
150
-
312.5
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
17.82
-
5750
Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:4 (1 cement :4 coarse sand)
21.12
-
704
Supplying and fixing stone lintels / bed plates of approved quarry rough dressed in cement mortar 1 : 4 : Upto 15 cm. thick.
1.08
-
11490
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, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (coping for parapat wall.)
6
-
5820
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand)
157.8
-
283.5
Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
Area of each slab 900 to 2000 sqcm
50
-
1299
Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. (Upto to 1500 Cm2 Tiles)
7.5
-
2890
Supplying & Laying of a geotextile filter between pitching and
embankment slopes on which pitching is laid to prevent escape of
the embankment material through the voids of the stone pitching/
cement concrete blocks as well as to allow free movement of water
without creating any uplift head on the pitching.
800
-
207
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including black enamelled ISI marked M.S butt hinges with necessary screws. Second class teak wood 35 mm thick
28.25
-
3830
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
30
-
115
Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. (Group-1)
-
-
-
Short point (up to 3 mtr.)
35
-
230
Medium point (up to 6 mtr.)
25
-
322
Long point (up to 10 mtr..)
25
-
487
Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved make double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required
On board
30
-
79
S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. 25 mm (Group-1)
100
-
27
P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. (Group-1)
-
-
-
Single pole MCB 6 A to 32 A rating
12
-
161
Double pole MCB 6 A to 32 A rating
2
-
437
P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required. Double door (single phase) 8 Way (Group-1)
2
-
1190
P & F IS:371 marked 6 amp surface type ceiling rose including making connection testing etc. as required. (Group-1)
25
-
17
P & F ISI marked 6 amp bakelite batten/angle holder including making connection testing etc. as required. (Group-1)
25
-
27
Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm 2 core (Group-1)
30
-
147
Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required (Group-1)
1
-
2800
S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
-
-
-
8 SWG copper Wire
8
-
84
25mm x 3mm copper strip
5
-
527
P & F of IP20 LED batten type light fixture made from CRCA sheet stlle housing suitable for mounting LED tube system (integral driver), Power consumption of 18W/36W, 1500/3000 lumens, system lumen efficiency 80 lm/ watt output, life time of 50000 burning hours with 70% initial lumen maintained. CCT 3000° K, 4000° K and 6000° K. 4’ LED Tube shape fixture 18W
15
-
1048
P & F energy efficient direct fit (Retrofit) composite compact fluorscent lamp of energy saving labelling not less than 3 star in existing holder/ fixture as required. 18/20 Watt
15
-
152
P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required. 300 mm sweep(900/1400 RPM) (Group-1)
2
-
2369
P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. (for estimation purpose only) 1200 mm sweep
10
-
1481
Supply and fixing of power plug point accessories on 18 SWG metal box of size 175×100×60mm on surface or in recessed with suitable size phenol laminated sheet cover including cost of 6 pin 16 amp switch and socket outlet making connection, testing, etc. as required. Group-I
8
-
235
Supply Installation testing & Commissioning of Radial / mixed flow ISI marked water filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034:2018 and IS 9283 guideline. The radial flow pumpset should RUIDP 553 SOR 2022 Code No Description Unit Rate Rs. operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect . All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
5.0 HP, 1-Ø, (56 - 236)Mtr, (90 - 25) LPM
1
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31929
Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table P -01 for specs.)
20
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9707
P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance.
20
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2245
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
5000
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4.1
Supplying sludge duly stacked at site/ store.
120
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121.5
Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed ,In rows 7.5 cm apart in either direction
5000
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59.9
Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).
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-
-
Hole 1.2 m dia and 1.2 m deep
40
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787
Hole 0.9 m dia and 0.9 m deep
20
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330
Hole 0.6 m dia and 0.6 m deep
20
-
103
Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
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-
-
Tabernaemontana variegated ( Chandni)
250
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502
Hamelia patens ( Firebush, Thal Kamal)
250
-
467.5
Hibiscus variegated ( Guddal)
270
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481.5
Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 600 mm min. height shurbs at site in 0.45 m dia holes, 0.45 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
16
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2222
Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
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-
Plumeria alba ( Champa)
20
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1433
Gulmohar(Delonix regia)
20
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1247
Neem(Azadirachta indica)
10
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1057
Jacaranda mimosifolia (Neelli Gulmohar)
20
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1057
Mangifera indica (Mango)
30
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1137
Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required
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-
-
Plumeria alba ( Champa) 3 M height minimum
5
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1648
Neem(Azadirachta indica)
10
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1566
Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacture‘s logo of appropriate size Engraved at suitable place.
40
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8500
Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. (For Main Gate Work)
6
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8720
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
100
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1874
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