Delhi State Industrial And Infrastructure Development Corporation Limited Tender
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Delhi State Industrial And Infrastructure Development Corporation Limited - DSIIDC Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date18 Mar 2021
Closing Date5 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 28,82,384Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_DSIDC_201852_1Bid Award Id
ViewTender No
04 /CD-NARELA/DSIIDC/2020-21Tender Authority
Delhi State Industrial And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.dsiidc.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
70
-
352
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7197.62
-
125.75
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil
1065
-
51.75
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
258.22
-
917.75
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
28.26
-
5390.45
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
985.02
-
4209.05
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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.48
-
7145.8
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
3346.12
-
193.95
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
2302.21
-
342.9
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.
24044.7
-
467.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
770417.29
-
56.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars above plinth level.
36582
-
56.6
Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
8188
-
449.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.All works up to Plinth level.
10130.5
-
6691.85
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.All works above plinth & up to floor V level.
243.88
-
7495.4
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
62.38
-
4970.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
39.37
-
4751.65
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shape sand sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
1895.87
-
5582.85
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
8.4
-
1559.75
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm
4
-
142.05
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :200x10 mm
24
-
51.05
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm
8
-
28.6
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
83.52
-
84.2
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
75.6
-
74.05
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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
256.32
-
85.95
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
4.8
-
689.05
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
27.69
-
362.6
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick
7.2
-
350.05
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
15.2
-
236.35
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cuttingm brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete110 mm
16
-
181.4
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
488.93
-
160.35
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
33.3
-
185.2
15 mm cement plaster on rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand)
8458
-
194.6
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
972.67
-
143.8
Neat cement punning.
278.38
-
42.6
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
10354.3
-
58.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
232.39
-
78.4
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).
8458
-
582.6
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove
15107
-
34.4
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead :With cement mortar 1:4 (1 cement : 4 fine sand)
153.02
-
264.8
White washing with lime to give an even shade :Old work (one or more coats)
53.84
-
6.3
Finishing walls with water proofing cement paint of required shade :Finishing walls with water proofing cement paint of required shade :
153.6
-
37.9
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 (i/c equivalent design mix)
18.37
-
997.05
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
18.37
-
615.15
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
39.24
-
842.75
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) :From brick work in cement mortar
5886
-
2798.6
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :Of area 3 sq. metres and below.
4
-
61.25
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
256.02
-
22.4
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
61.46
-
120.55
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
4229
-
255
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameter, Class II
10
-
5387.2
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 200 mm diameter, Class II
3
-
11316.05
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 300 mm diameter ,Class I
187
-
19468.75
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 300 mm diameter, Class II
3
-
22784.75
Constructing of slab for existing sluice valve chamber, with C.I. surface box 100 mm 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 20 mm nominal size ) and as per direction of Engineer-in-charge.
60
-
4515
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm nominal size ), i/c 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 common burnt clay F.P.S.(non modular) bricks of class designation 7.5
10
-
11842.75
Providing and laying S&S C.I. Standard specials such as tees, bends,collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 :Up to 300 mm dia
81.24
-
6625.1
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :Up to 300 mm dia
300
-
10748.4
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :100 mm dia pipes
890
-
65.1
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes
5300
-
926.3
Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun)Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 100 mm dia Ductile Iron Double Flanged
25
-
1377.45
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
10
-
209.25
Labour for cutting C.I. pipe with steel saw.100 mm diameter C.I. pipe
90
-
84.95
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 800 mm dia. R.C.C. pipe
30
-
1770.85
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Circular shape 560 mm internal dia
1400
-
1655.2
Providing and laying jointing 600 mm dia, 6 KG HDPE pipe PE -80 ( IS: 14333) for including fitting and fixtures excluding excavation complete as per direction of Engineer-in-charge.
70
-
18971.94
Cleaning of Mahole (0.90 m to 2.00m) in depth including T &P whichever is required as per direction of Engineer-in-charge.
2700
-
378.3
Cleaning of Mahole (2.00 m & above) in depth including T &P whichever is required as per direction of Engineer-in-charge.
100
-
517
Providing and fixing CI/MS fire hydrant stand post 63mm dia with twin headed couplings approved make, including duck-foot bends and other required fittings, rubber gasket nuts, bolts, washer etc. for making flanged joints complete in all respect. including the of sluice valve, the cost of manhole chamber and shall be providing good and watertight to hydrostatic test under a hydraulic pressure of 200m head.
25
-
13016.93
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5m.All kinds of soil
607
-
52.65
Supplying and fixing R.C.C. sign board 1950 mm (Height) x 1350 mm (width) x 65 mm (thick), manufactured with M-30 design mix concrete including reinforcement as per standard design and drawing as per direction of Engineer-in-charge.
607
-
4275.48
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.
114.69
-
10.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
122.92
-
4927
Lettering with black Japan paint of approved brand and manufacture
91050
-
2.7
Lettering with Enamel paint of approved brand and manufacture
3360
-
2.75
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
180
-
160.15
Providing and fixing M.S. Pipe pocket board consisting of M.S. pipe 80 mm dia (medium duty) length with horizontal and cross bracing of M.S. pipe 25 mm dia (medium duty) welded including P/F M.S. sheet board of size 1.00 x1.00 meter welded on M.S. angle iron frame 40x40x5 mm. alround. The iron frame is to be welded throughout the entire length and M.S. sheet with angle iron frame at least 30 cm apart as per direction of Engineer-in-charge including priming coat all complete.
6
-
29325
Add enhancement 16.67% on DSR Items
1
-
28878925.73
Deduct -Less 9.5% on amounting to Rs. 20,21,17,832.32
1
-
19201194.07
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