Public Works Department Tender
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Costs
EMD
₹ 1,19,39,660Document Cost
₹ 59,700Tender Fee
Refer Documents
Summary
Construction Of Leh Town By Pass Road Gangles To Trishul Chowk ( Under Crf )
Description
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Contact
Tender Id
2024_PWD_14470_1Tender No
E Tender 125 of R and B Division LehTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil
34599.37
7390425
213.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
24595.58
4141404
168.38
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
111312
284959
2.56
Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
32083.5
740487
23.08
Carriage of excated earth by mechinacal trasnport upto 4 kms ( upto permissible limits ) including loading & unloading
38384
8721612
227.22
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
18845.11
30213423
1603.25
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
16054.5
24797620
1544.59
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion
160545
2822381
17.58
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
8027
84334953
10506.41
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom On bituminous surface @ 0.25 Kg/sqm.
160545
1915302
11.93
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.41.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
160545
46737860
291.12
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
160545
18607166
115.9
Constsruction of hard shoulder of granular from approved source transporting to site and spreading including compacting to required slope and compacting to meet the requirement of technical specification ( hard shoulder )
4379
7020632
1603.25
Providing and laying stone soling hand packed. Incl. carriage complete
686
393229
573.22
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3471.22
16902481
4869.32
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5370.21
29246754
5446.11
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4444.34
36929888
8309.42
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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
609.41
6011537
9864.52
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1181.25
11130482
9422.63
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures iworkability without impairing strength and durability as per direction of Engineer-in
charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
303.74
2441702
8038.79
All works above plinth level upto floor V level
8.64
81470
9429.35
Providing and placing in position M40 grade controlled cement concrete for RCC work friction slab including formwork, shuttering mixing , placing compaction curring etc complete in all resjpects In superstructure M 40
152.26
1469824
9653.38
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 of grade Fe-500D or more.
270519.84
25434275
94.02
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
23118
6166495
266.74
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
16985.03
9911954
583.57
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.
3800
2114130
556.35
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised manufacturer/ supplier or their authorised respresentative ensuring complaince to the (all complete job.)
24
430068
17919.49
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
25.2
176133
6989.42
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve All works above plinth level upto floor V level Providing M-30 grade concrete instead of M-25 grade BMC/RMC.
35.28
332667
9429.35
Provision of an Reinforced cement concrete crash barrier at the edges of the road , approaches to bridge structured and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC: 21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- moulded asphalt filler board keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No Rw/NH - 33022/ 94- DO 111 dated 24 june 1994 as per dimension in the approved drawing and at locations directed by the ( all Complete job )
13.44
125858
9364.4
Drainage spouts complete as per drawing and technical specification as per clause 2705 of MoRT & H specification ( MoRT & H no 14.9 )
20
83068
4153.38
Supplying & laying of drainage composite for use behind walls , between two different fills, alongside drains of road below concrete laning of canals etc having thermobonding a draining core- HDPE geonet comprises of two sets of parellel overlayed ribs integraly connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and all complete job.
100
94745
947.45
Providing and fixing in position of weep holes in abutment walls with 100mm dia PVC pipes cut to length and profile as required to be installed in concrete and other incidentals
685
87070
127.11
Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 ( part- 11) section 1x and clause 2005 of Morth specifications complete including all accessories as per drawing and Technical Specificatioons.
16
610169
38135.59
Providing and laying of filter mdia with granular materials/ stone crushed aggregates satisfyuing the requirement laid down in clause 2504.2.2 of Morth specifications to a thickness of not less than 600 mm with smaller size towwards the soil and bigger size towards the wall and provided over the entire surface behind abutment. wing wall and return wall to the full height compacted to a firm condition complete as per drawing and all complete job.
115
265242
2306.45
Back filling behind abutment, wing wall and return wall complete as per drawing and Techinal Specification including carraige complet job
1196
1647634
1377.62
Construction of precast RCC railing of M30 Grade, aggregate size not excceed 12mm true to line and grade tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specifictions.
40
83817
2095.42
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
9283
45359430
4886.29
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
7339.38
20194157
2751.48
providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
6833.4
2337911
342.13
Back filling behind abutment, wing wall and return wall complete as per drawing and Techinal Specification including carraige complet job ( Available Earth from Excavation )
7313.85
1231506
168.38
Providing and fixing steel anchor bolt with legs 600mm length placed in position complete along with nuts
1440
366091
254.23
Lowering laying and jointing H.D.P .E/M.D.P.E pipe in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relvevent Is code complet with all materials for jointing procedure like Elecrtofusion machine with heater/ butt fusion welding machine with hydraulic jack top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 part 11 (100mm pipe)
9000
1449090
161.01
Providing and fixing decorative street light of minimum height 5.5M of approved design, including acess plate with attaching hardware dual arams of approved design and length painted with touchup finisdh quality paint etc including all fixture complete.
360
12050845
33474.57
Dewaterung/ Diversion of Nallah during execution of work of found necessary including diversion of traffic curing excution and makings the things good agter completion of job incl. hire charges of land if found
1
237288
237288.13
Providing and fixing of 100 mm Dia PVC Pipe for weepholes in cement concrete including carriage complete.
90
49576
550.84
Providing and laying 300mm dia MS pipe nominal bore confirming to 153589 if 1991 having 4.85mm wall thickness eith 75 % tolerance with weight of 32.08 kg per mtr and length of 6 mtr each for cross drainage embeded in trench by excavating earth and refilling of available earth and refilling of available earth cutting including carriage of pipe at site complete job.
128
3471186
27118.64
Providing and laying apron laid in wire crates with 4mm dia annealed wire confirming IS 280 and 4626 in 100x100 mesh including 10% extra for laps with stone boulder weighing not less than 25 kg as per drawing cost of wire create
7632
19403368
2542.37
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
2160
887242
410.76
Providing & fixing of sun dried mud bricks in mud including carriage and complete job.
864
3294907
3813.55
12mm Cement plaster of mix 1:4 ( 1 Cement : 4 fine sand )
13050
3738695
286.49
Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work ( two or more coats applied @ 1.43 liter/ 10 sqm over and including priming coat of water exterior paint applied @ 2.20 kg/ 10 sqm)
13050
2308937
176.93
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi
automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
8865
5449670
614.74
Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
140
893882
6384.87
Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
113
530433
4694.1
Providing and erecting a ''w'' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road/ ground level fixed on ISMC series channel verttical post, 150x75 x 5mm spaced 2 m centre to centre 1.8 m high, 1.1m below ground/ road level , all steel parts and fittings to conform to IS: 1367 and IS : 1364, Metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm 330 mm long complete as per clause 811 including cost and carriage of all materials from approved plant to site with all leads and lifts and octori etc complete job ( Finished )
4500
20974545
4661.01
Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
2800
597968
213.56
Carriage of materials Stone agg. Below 40mm size avg 25 km
7243
3136074
432.98
Sand Avg 10 km
3622.36
974596
269.05
Providing and laying S&S Centrifugally cast ( Spun) Ductile Iron pipes conforming to IS : 8329 Inculding earth work carriage lifts loading and unloading jointing /welding /fitting etc complete job as per direction Engineer - In - Charge . 100mm dia Ductile Iron class K- 7 pipes
440
661131
1502.57
150mm dia Ductile Iron class K- 7 pipes
290
621777
2144.06
250mm dia Ductile Iron class K- 7 pipes
250
849083
3396.33
300mm dia Ductile Iron class K- 7 pipes
150
636447
4242.98
400mm dia Ductile Iron class K- 7 pipes
130
782679
6020.61
Providing and fixing G.I pipes complete with G.I fitting including trenching and refilling earth work carriage lifts and unloading jointing /welding /fitting etc complete job as per direction Engineer - In - Charge . 50 mm dia pipe
240
182026
758.44
40mm Dia pipe
750
425895
567.86
Providing fixing of sluice values of reputed make and ISI mark of different dia as per site requirements including cost of tail piece nuts bolts washers and all carriages upto site of work incl, Fixing and testing Complete job 400mm Dia pipe
1
148305
148305
300 mm Dia pipe
2
264407
132203.38
250mm Dia pipe
3
345763
115254.23
150mm Dia pipe
5
493644
98728.81
50mm Dia pipe
20
98305
4915.25
40mm Dia pipe
40
186440
4661
Filling avaliable excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 15m
1120
188586
168.38
11m long ST pole ( ST- 410,SP 56 )
38
726560
19120
13m Long ST pole ( ST- 410,SP69)
25
622225
24889
GIV Cross arm top bracket including Clamp for 33 KV line including Clamp and braces
2200
224400
102
PG Clamps/ T- Clamps/ pad clamps 100 sqm ACSR Conductor
60
17820
297
0.1 ACSR Conductor
560
54880
98
33 kv pin insulators, with pins ( 10 kn)
66
28314
429
33 kv Disc Insolators, Complete ( 70 kn)
28
25704
918
Tension Fitting for 0.1 ACSR
28
13776
492
Galvanized nuts and bolts
115
12765
111
Danger plates with clamps
21
2121
101
Anti climbing divices with clamps
21
4452
212
Earthing complete with by GI pipe 40mm or GI rod 20mm 2.5mtr long thriugh GI Strip
21
36414
1734
Redoxide
30
6060
202
Alluminium paint
30
10110
337
Cement bottoming of 11 Mtr long ST poles 1:2:4 mix as per REC Standards ( 0.6 cum/Pole )
16
56416
3526
Cement bottoming of 13 Mtr long ST poles 1:2:4 mix as per REC Standards ( 0.7 cum/Pole )
12
49368
4114
Galvanized stay set with 50x8mm stay clamp, guy insolator ( 2 no ) anchor plate (300x300x8mm ) nuts and bolts, 2 turn buckles 108m long 20mm diameter solid GS stay rod and 7/4.00 mm dia GI standed wire complete
12
32856
2738
33 kv Single Core 630mm 2 aluminium round wire Armoured XLPE Cable ( ICKT with 2 Spare lengths)
1930
4620420
2394
Cable termination kits ( indoor/ outddor )
23
131376
5712
Cable clamps complete with nuts and bolts
23
4600
200
33 KV Insolator with earthing blade ( 36 KV, 800 A outer, 3 poles, 25 kA)
7
329000
47000
Providing laying of HDPE Pipe outer dia 160mm inner dia 148mm for laying of 33 KV Cable including excavation and backfilling.
1970
2434920
1236
33 KV Lightenign arrestors ( 33 KV, 10 KA, Station class, Zno, polymer ) gapless ( 1 No per dia )
7
140483
20069
Boring by HDD drilling suitable for 630 sqm XLPE power cable.
1750
1225000
700
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