Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date30 Jan 2024
Closing Date13 Feb 2024
Tender Amount₹ 7,81,23,439
Costs
EMD
₹ 15,63,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_886790_1Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/493 DATE-24.01.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2
MORTH
1732.13
355433
205.2
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.
DAR/16.1/P-263
11120.71
923130
83.01
Relaying of Dry brick on edge flooring in required pattern with 75%new brick of class designation 150 on a bed of 12 mm mud morthar including filling joints with jamuna sand (with F.P.S.bricks) complete.
2047.12
323833
158.19
Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete.
DAR/11.2/P-187
11920.72
6810903
571.35
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools,& plants etc.required for proper completion of the work
-
-
-
8:4:1(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size)
SOR/5.4.3
1369.47
7970315
5820
Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.PCC Grade M25 using batching plant transit mixture and manual placing Morth-20 Item-15.11/D/Case II
2927.36
23278103
7951.91
Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound
DAR -/16.46.1
60297.5
126021
2.09
M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in foundation and plinth including supply of all material labour and T&P etc. requried for proper completion of the work As per SOR Item no.305A/6.1.4
606.12
3000294
4950
12mm cement plaster of mix:
-
-
-
1:6 (1 cement : 6 coarse sand)
DAR/13.4.2/P-222
2664.3
439103
164.81
Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand 2 cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B.W G.G.I binding wire, moulds , all materials labour ,tools & Plants etc.required for proper completion of the work .the rate excluding making of drip course which shall be paid extra.
SOR / ITEM NO.282/5.5.1
131.4
919800
7000
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
HD-20
-
-
-
Circular shape 560 mm internal diameter
DSR-18/19.19.1/A.R
200
262128
1310.64
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (Sail Steel)
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
65*65*5
8370
740828
88.51
Part-B- Drain Work
-
-
-
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
1189.95
113045
95
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools,& plants etc.required for proper completion of the work
-
-
-
8:4:1(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size)
SOR/5.4.3
124.9
726918
5820
Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing Morth-20 Item-15.11,P-656
468
3764577
8043.97
Steel Reinforcement for R.C.C. work including straghtening, cutting, bending, placing in position and binding all complete. (Sail Steel)
-
-
-
Thermo mechanically treated bars/Cold twisted bars.
DAR/5.22.6/P-99
36738
3568361
97.13
Part-C- Sewer Line Work
-
-
-
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
3124.13
296792
95
Providing of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
GNIDA AR
-
-
-
250mm NP2 pipe
3471.25
1009370
290.78
Laying of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
GNIDA AR
-
-
-
250mm NP2 pipe
3471.25
500693
144.24
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.
-
-
-
250 mm dia
3471.25
1110105
319.8
Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design.
-
-
-
0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete.
297
2833163
9539.27
Extra Depth of 0.91dia manhole 1.67m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. (DSR016-19.10.2)
80
391205
4890.07
Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
-
-
-
150MM Dia
1188
247852
208.63
Laying of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
-
-
-
150mm dia
1188
90086
75.83
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.
-
-
-
150MM Dia
1187.54
282040
237.5
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm 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 neat cement complete as per standard design:
-
-
-
With F.P.S. bricks of class designation 150
DSR-2018/18.33.1
297
1996790
6723.2
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
DSR-16/19.16.1
-
-
-
at a rate 3 for 900 mm dia
3 each for / rmtr in extra depth
5.05 rmtr. Say 5.0 mtr
210
64764
308.4
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete:
-
-
-
For pipes 250 to 300 mm diameter DSR-2018/19.21.2
10
3836
383.69
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desiting of manholes and dechocking of sower lines Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. (DSR-2018/14.77/AR)
1050
225613
214.87
Part-D- Water Supply work
-
-
-
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix). (DSR-18/15.2.1/AR)
81
74797
923.42
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
2483.99
235979
95
Supplying, Laying and jointing & testing of PVC pipe (Finolex make - ring fit) of following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper complition of work.( The contractor has to arrange the source of water and require head for testing ).
-
-
-
90 mm dia
3553.35
1066147
300.04
110 mm dia
300
121155
403.85
Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc.
-
-
-
15 mm dia. nominal bore
DSR-18/18.12.1
1200
205164
170.97
Providing and fixing G.l. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
-
-
-
15 mm dia. nominal bore
DSR-18/18.46.1
300
38553
128.51
Providing and fixing brass ferrule with C.l. mouth cover including boring and tapping the main:
-
-
-
15 mm dia. nominal bore
DSR-18/18.20.1
300
76869
256.23
Part-E Barat Ghar
-
-
-
M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in super structure etc. supply of all material labour and T&P etc. requried for proper completion of the work
SOR Item no.310 - 6.1.6
42.04
208098
4950
Kota stone slab flooring 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) :
DAR/11.26
434.87
573106
1317.88
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools,& plants etc.required for proper completion of the work
-
-
-
8:4:1(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size)
SOR/5.4.3
34.79
202477
5820
12mm cement plaster of mix:
-
-
-
1:6 (1 cement : 6 coarse sand)
DAR/13.4.2
182.57
30089
164.81
15 mm cement plaster on rough side of single or half brick wall of mix
-
-
-
1:6 (1 cement : 6 coarse sand)
DAR/13.5.2
172.5
33007
191.35
Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
-
-
-
As in item (649) above but for every coat after the first coat.
1922.44
132648
69
Finishing walls with water proofing cement paint of required shade :
-
-
-
Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. SOR/660
1841.75
81037
44
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. DAR-14.46
3011.35
57215
19
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
One or more coats on old work. SOR/647
390.96
14465
37
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
-
-
-
15 mm dia. nominal bore DAR/18.10.1/P-314
129
24526
190.13
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 overflow pipes but without fittings and the base support for tank DAR/18.48/P-321
3000
22920
7.64
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.
-
-
-
110 mm diameter DAR/12.41.2/P-210
66.6
19048
286.02
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
-
-
-
For 100 mm dia. Pipe DAR/17.37.1/P-292
54
8946
165.68
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 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 :
-
-
-
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. DAR/17.1.1/P-287
3
11124
3708.25
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mmsizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DAR-12/17.4.1/P-287
3
9640
3213.57
Providing and fixing 100 mm sand cast Iron grating for gully trap. DAR-/17.29/P-291
6
232
38.7
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. DAR-/17.7.1/P-288
6
13418
2236.44
Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete.
DAR/11.2
480
274248
571.35
I Shaped interlocking tiles Rubber mouided 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than (M-40) and weight 5kg per no.specifications conforming to IS:15658-20006
SOR-20/Ch-1/28
480
466368
971.6
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (Sail Steel)
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
DAR-/10.25.2/P-194
1000
88510
88.51
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
-
-
-
(a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 20 mm 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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-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 300x300 mm square 3 mm 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 the Engineer-in-Charge :
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-2018/22.7.1/AR)
823.5
843758
1024.6
Part- F - Samshan Ghat
-
-
-
Clearing grass and removel of the rubbish upto a distance of 50m outside the periphery of the ara cleared
DAR-/2.32
3402
10546
3.1
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
337.22
32035
95
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools,& plants etc.required for proper completion of the work
-
-
-
8:4:1(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size) SOR/5.4.3
50.01
291058
5820
Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing Morth-20 Item-15.11
107.57
865289
8043.97
Steel Reinforcement for R.C.C. work including straghtening, cutting, bending, placing in position and binding all complete. (Sail Steel)
-
-
-
Thermo mechanically treated bars/Cold twisted bars.
DAR/5.22.6/P-99
8444.24
820189
97.13
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (Sail Steel)
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
DAR-/10.25.2/P-
8382.09
741898
88.51
M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in foundation and plinth including supply of all material labour and T&P etc. requried for proper completion of the work As per SOR Item no.305A/6.1.4
91.12
451044
4950
M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in super structure etc. supply of all material labour and T&P etc. requried for proper completion of the work
SOR Item no.310 - 6.1.6
114.31
601270
5260
12mm cement plaster of mix:
-
-
-
1:6 (1 cement : 6 coarse sand)
DAR/13.4.2
1100.37
181351
164.81
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, holts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers fi!led with white lead and including a coat of approved stee! primer and two coats of approved paint on overlapping of sheets complete (upto9 and pitch in horizonital/vertical or curved surfaces) excluding the cost of pürlins, cutting to sizc and shapc wherever required.
-
-
-
1.00mm thick with zinc coating not less than 275gm/Sqm
DAR-/12.1.1/P-205
478.5
438712
916.85
Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete.
DAR/11.2
1770
1011289
571.35
I Shaped interlocking tiles Rubber mouided 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than (M-40) and weight 5kg per no.specifications conforming to IS:15658-20006
SOR-20/Ch-1/28
1716.73
1667974
971.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
DAR-/13.61.1/P-
226.08
13790
61
Finishing walls with water proofing cement paint of required shade
-
-
-
Old work (two or more coats applied @3.84 kg/10Sqm)
DAR/13.44.1
1853.76
81565
44
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
DAR-2.27
13.78
6338
460
Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).
DSR-2018/13.72
250.8
140691
560.97
PLAY GROUND CIVIL WORK (PART-A)
-
-
-
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
52.56
4993
95
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools,& plants etc.required for proper completion of the work
-
-
-
8:4:1(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size)
SOR/5.4.3
114.15
664353
5820
M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in foundation and plinth including supply of all material labour and T&P etc. requried for proper completion of the work As per SOR Item no.305A/6.1.4
48.34
239283
4950
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). DAR/4.10
80.57
17725
220
12mm cement plaster of mix:
-
-
-
1:6 (1 cement : 6 coarse sand)
DAR/13.4.2
105.09
17319
164.81
I Shaped interlocking tiles Rubber mouided 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than (M-40) and weight 5kg per no.specifications conforming to IS:15658-20006
SOR-20/Ch-1/28
875.75
850878
971.6
Supply and installation of garden bench Chair type garden bench with L-shaped sides made of reinforced concrete (M- 30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 2400 mm x 100 mm x 50 mm one plank 2400 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation as per direction of the officer-in-charge. AR/GNIDA
5
42500
8500
Supplying at site: R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately).
3.36
64985
19341.04
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
DSR-13/16.17.1
4076.1
35706
8.76
White washing with lime to give an even shade :
New work (three or more coats)
DAR-/13.37.1
64.58
839
13
VOLLEYBALL COURT WORK (PART-B)
-
-
-
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
97.2
9234
95
Home sports and recreational equipment and supplies and accessories field and court sports equipment racket and court sport equipment Met
(GeM)
2
2300
1150
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
94.2
6317
67.07
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
2.4
76
32.05
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
2.4
297
124.16
BADMINTON COURT WORK (PART-C)
-
-
-
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
49.04
4658
95
Home sports and recreational equipment and supplies and accessories field and court sports equipment racket and court sport equipment Met
(GeM)
2
2300
1150
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
94.2
6317
67.07
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
2.4
76
32.05
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
2.4
297
124.16
KABADDI COURT WORK (PART-D)
-
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
78
35880
460
WRESTLING COURT WORK (PART-E)
-
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
86.4
39744
460
OPEN GYM (PART-F)
-
-
-
Air Walker: Providing, designing and fixing of Air-Walker of size 1100 x 550 x 1480mm fabricated with main post of 114mm dia and 2.5mm thick and other pipes of 40mm dia 2.5mm thick made up of hot rolled tubular steel and hot dipped galvanized and powder coated 80-120 micron thick using Akzo Nobel or equivalent in desired shade and colour. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer in charge. High quality grip should be used on handles.
-
-
-
Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, all complete as per directions and approval of Engineer-in-charge regarding material, shape of equipment, colour (of metal, seat and pedal), and fixing of equipment etc. (the cement concrete and excavation work shall be paid separately).
1
36644
36644.06
Sit Up Station: Providing, designing and fixing of double sit-up station of size 1500x1150x650mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe of 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum, thickness of plastic of 8mm, colorful and UV resistant and environmental friendly.
-
-
-
The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover nuts and bolts with the base plate.
All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal) and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
1
47142
47142.37
Air Swing: Providing, designing and fixing of air swing in pair of size 1150 x 900 x 1250mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury and base plate cover to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly.
-
-
-
Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
1
49320
49320.33
Horse rider station: Providing, designing and fixing of horse rider station of size 1000 x 600 x 1100mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury. Base plate cover and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly.
-
-
-
Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
1
44726
44726.27
Leg Press: Providing, designing and fixing of leg press size 2000 x 550 x 1600mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber on top end. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury. Seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly.
-
-
-
Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
2
85596
42798.3
Exercising bar: Providing, designing and fixing of exercising bar in a pair of size 1800 x 550 x 1700mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber on top end. Base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly.
-
-
-
All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
1
32999
32999.15
Rowing machine: Providing, designing and fixing of rowing machine of size 1280 x 800 x 1150mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Foothold shall be made up of Nylon alloy with rounded edges to prevent any impact of injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly.
-
-
-
Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately).
2
123362
61681.35
Providing and fixing rubber tile flooring 25mm thick made of SBR (Styrene-Butadiene Rubber) with interlocking arrangements and adhesive all complete colour and size as approved by Engineer-in-charge. (AR)
120
305084
2542.37
Excavating holes more than 0.10 cum & upto 0.50 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil, as directed within a lead of 50m and lift upto 1.5m. (AR/GNIDA)
32
1520
47.5
Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing Morth-20 Item-15.11/D/Case II
0.65
5168
7951.91
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). (DSR-13/4.1.10/P-85)
DAR-/4.1.10
12
69840
5820
Excavation in foundatoin ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
SOR / ITEM NO.251/4.1.1
2.1
199
95
Supply & fixing of reflective message board made of 1.5 mm thick CRC sheet with green non reflective base on white reflective message as per required face to face fully covered with imported acrylic sheet letter shall be cut by computerised cutting machines board is to be supplied along with back cross supported made from 35x35x5 mm angle and frame angle size 40x40x5mm & of 10 ft. net height. The board shall be painted as per required colour of approval brand and manufacture & letter shall be written as directed of Officer-in-Charge. (AR)
10
56827
5682.71
AMC after completion of 1 year warranty period will be as follows: Item No. 1 to 18 (Air Walker, Sit up Station, Air Sing, Horse rider station, Stair stepper, Leg Press, Pull Chair, Exercising bar, Seated Chest Press, Arm wheel, Elliptical exerciser, Double cross walker, Rowing machine, Bridge Ladder, Weight lifter, Fix Dumbbell, Twister and Rubber tile flooring) Annual Maintenance of above equipment, T&P, required accessories, day to day complete in all respect
-
-
-
1st Year - (Complementary)
-
-
-
2nd Year - (AMC for 2nd year = 6% of Rs. 1091230.02) = Rs. 65473.80
1
43492
43492.55
3rd Year - (AMC for 3rd year = 8% of Rs.1091230.02) = Rs. 87298.40
1
57990
57990.07
4th Year - (AMC for 4th year = 10% of Rs. 1091230.02) = Rs. 109123.00
1
72487
72487.59
5th Year (AMC for 5th year = 12% of Rs.1091230.02) = Rs. 130947.60
1
86985
86985.1
Labour Cess will be paid extra as per applicable
-
-
-
GST will be paid extra as per applicable
-
-
-
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