Public Works Roads Department Tender
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Technical
Technical
Technical Capacity
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The bidder should have prior work experience of a similar nature and size for each of the last five years. The required information includes total monetary value of civil construction work performed for each of the last five years, experience in works of a similar nature and size, and details of works underway or contractually committed. The bidder should have completed a similar work as a prime contractor with a value of at least the specified amount. They should also have a minimum annual financial turnover of a specified amount and should have completed one similar work as a prime contractor with a value of at least the specified amount. The bidder should provide information on the quantities of work executed as a prime contractor for main items of work. They should have achieved a minimum annual financial turnover of 60% of the estimated cost of the package for works of value up to Rs 200 lakhs and 75% of the estimated cost of the package for works of value more than Rs 200 lakhs in any one year. The bidder should have satisfactorily completed or substantially completed (not less than 90% of contract value) at least one similar work of value not less than 1/3rd of the estimated value. They should have executed in any one year, the minimum quantities of the major items of work as indicated, not less than 40% of the estimated quantity. The bidder is required to have a minimum value of similar work experience, with the specific amount to be filled in. They should have completed quantities of works that are at least 40% of the major items of the online bill of quantities. The cost of completed works of previous years shall be given weightage of 10% per year based on rupee value to bring them to the present price level. The bidder should have access to or availability of credit facilities of at least 10% of the estimated cost and should be able to invest a minimum of 25% of the contract value of work during implementation of the contract. They should also have a minimum cash investment of up to 25% of the value of the work.
Costs
EMD
₹ 24,27,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Sopd_g_24_25_33 Widening And Strengthening Of Road From Nh-31 Near Banekuchi High School
Description
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Contact
Tender Id
2025_PWD_42393_1Tender No
CE/DEV/TB/790/2024-25/01 Dtd- Guwahati, 22nd January 2025Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
16762.5
7
-
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Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land
19303.48
258
-
... More
Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause.
(a) Private Land
7198.3
339
-
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3538.44
57
-
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Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (A) By mix in place Method (ii) For Grading Material (Gr-II)
2242.83
2324
-
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
4420.96
3213
-
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
24153.5
39
-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
56959
13
-
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
for Grading II (19 mm nominal size)
2111.17
9004
-
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Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) for Grading II (13 mm nominal size)
854.39
10430
-
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
45
3933
-
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular
25
5345
-
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular
30
7537
-
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Providing Hump type speed breaker: DBM
7.77
9004
-
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Providing Hump type speed breaker: BC
2.59
10430
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.
1
25209
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
1424.5
566
-
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
5925
287
-
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
(B) For RCC Railing
68
200
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (ii) Ordinary Kilometer Stone (Precast)
3
2509
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (iii) 200 m stone (precast)
14
667
-
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.
480
2780
-
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Construction of Single Opening 1000 mm dia NP3 HPC
Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth
202
127
-
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PCC M15 in Foundation
Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202 & 1203.
A. With crushed stone
II PCC grade M10
Nominal mix (1:3:6)
10.08
6036
-
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Bedding for Pipe
Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
25.08
5894
-
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Providing concrete for plain / reinforced concrete in sub structure complete as per drawings and technical specification clause 802,803,1202 & 1203.
A. With crushed stone
II PCC grade M20
103.68
7048
-
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Plastering
Plastering with cement mortar (1:4) 15mm thick on brick work in substructure as per technical specification Rate.
144
146
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
50
7787
-
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Construction of 2m x 2m box Culvert
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. V Marshy soil
231.64
127
-
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling
17.1
1644
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)
8.34
5894
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C Grade M20
31.71
7072
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.
0.78
63550
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Β. With Natural Gravel IV. RCC Grade M 25 i) For height upto 5 m
87.99
7992
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
5.94
63702
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
56
134
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material
184.68
1487
-
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. A. With crushed stone
3.41
14419
-
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Drainage spouts complete as per drawing and technical specifications Clause 1209.
4
1873
-
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii. Cement concrete grade M 10
28.4
5734
-
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
57
1516
-
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Construction of 4m x 4m Box Culvert
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. V Marshy soil
173
127
-
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. I. Sand filling
16.76
1644
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)
7.48
5894
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C Grade M20
18.38
7072
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.
0.46
63550
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Β. With Natural Gravel IV. RCC Grade M 25 i) For height upto 5 m
81.56
7992
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
4.57
63702
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
74
134
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material
92.34
1487
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With crushed stone
3.34
14419
-
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
1873
-
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii. Cement concrete grade M 10
18.34
5734
-
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.
40.5
1516
-
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Construction of RCC Drain:
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting oul, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
Upto 3 m depth
2937.27
127
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
P.C.C grade M 10
Nominal mix 1:3:6
185.63
6036
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
284.57
53724
-
... More
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204.
PCC Grade M 20
Nominial mix (1:2:4)
2341.63
7480
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
3065.4
134
-
... More
Relaying/Shifting of Water Supply Pipelines
Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
160 mm dia
297
995
-
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Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
140 mm dia
383
800
-
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Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
125 mm dia
250
620
-
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Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
110 mm dia
1875.74
610
-
... More
Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
90 mm dia
1445
400
-
... More
Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
75 mm dia
1054
330
-
... More
Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department.
63 mm dia
300
275
-
... More
Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.
125 mm
15
1725
-
... More
Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.
100 mm
20
1290
-
... More
Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.
80 mm
35
900
-
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Construction of Brick masonry Sluice Valve Chamber 900 mm(L) x 900 m (B) x 1250 mm (H) inside, In 230mm brick work in cement mortar 1:5 (1 cement : 2 coarse sand) and precast R.C.C cover slab In prop. 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) reinforced with 10mm M.S. bar 150mm centre both ways tying with 20 gauge black annealed wire Inducting necessary earthwork (excavation and return filling), 75mm PCC In prop. 1:4:8 (1 cement: 4 coarse sand : 8 coarse agg.) over brick flat soling and 15 mm thick Inside plastering and outside plastering (upto 150mm from top) with cement mortar 1:5 (1 cement: 5 coarse sand), complete as per standard desier Induding Supplying carrying placing in position, Fitting and fixing 100mm/ 125mm/ 150mm diameter CID/F sluice valve all complete as directed Approved good for construction draning will be issued by the deptt For 150mm the Sluice valve against 160mm dia Distribulion pipe For 125mm du sluke valve against 140mm dia Distribution pipe ane1 no. 125mm dia OD/f sluice valve with cap/ wheel as per IS 14846- 2000 PΝ 1.0 with ISI marking, 2 nos. 125mm dia GI nipple (725mm long), 4 Nos. 125mm dla GI Threaded flange, 2 Nos. 140mm da UPVC Flange, 30 Nos. Bolts & nuts and 6 nos. 3mm thick rubber insertion sheet for 125mm dla pipe.
4
35604
-
... More
A) For 100mm dla Sluice valve against 110mm dia Distilbution pipe kne 1 no. 100mm dla CID/F sluice valve with cap/ wheel as per IS 14846-2000 PΝ 1.0 with 151 marking, 2 nos. 100mm dis GI nlipple (225mm long), A Nos. 100mm dia GI Threaded Flange, 2 Nos. 110mm dia UPVC Flange, 28 Nos. Bolts & nuts and 6 nos. 3mm thick rubber Insertion sheet for 100mm dia pipe.
4
29901
-
... More
Constructing of Brick masonry Sluice Valve Chamber 750mm(L) 750mm(8) x 1250mm(H). Inside, In 230mm brick work in cement mortar 1:5 (1 cement: 5 coarse sand) and precast R.C.C cover slab in prop. 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) reinforced with 10mm M.S. bar 150mm centre both ways tying with 20 gauge black annealed wire Including necessary earthwork (excavation and return filling), 75mm PCC in prop. 1:4:8 (1 cement: 4 coarse sand : 8 coarse agg.) over brick Nat soling and 15 mm thick Inside plastering and outside plastering (upto 150mm from top) with cement mortar rtar 1:5 (1 cement: 5 coarse sand), complete as per standard design, including Supplying, carrying, placing In position, fitting and foơng 80mm diameter CID/F alulce valve all complete as directed. Approved good for construction drawing will be issued by the depth For 20mm dia Slulce valve against.90mm/75mm dia Distribution pipe Iine-1 no. 80mm dia. OD/F slulce valve with cap/ wheel as per IS: 14846-2000 PN 1.0 with ISI marking, 2 nos. 20mm dla Gl Nipple D25mm long), 4 Nos. 20mm dla GI Threaded Flange, 2 Nos. 90mm da UPVC Flange, 26 Nos. Bolts & nuts and 6 nos. 3mm thick rubber lnsertion sheet for 100mm dia pipe.
4
23174
-
... More
Construction of Functional Household Tap Connection Including. earthwork In excavation for pipe line (both for connection In detribution line and service connection) and refilling, dressing etc.. providing PVC Saddle Plece of average size 110 mm x 15mm (l.e. ranging from 63mm to 140mm) and make Supreme or equivalent, making holes in the distribution pipe, providing 15 mm dla bronze ferrule cock (PN-16) conforming to 15:2692 (1989) as ammended and make Zoloto or equivalent, connecting it to the saddle plece, providing and fixing 3 layer (Outer green / GREY coloured UV Stubllise, middle black coloured UV Stabilised and Inermost layer whilte coloured with antimicroblal property) Fusion welded PP-R (Poly propylene-random copolymer) Pipes, SDR 7,4 having thermal stability for hot and cold water supply conforming 15 15801-2008 of length 10m from saddle plece to the tap point (pipes of make SFMC/FUSION/Wetflow, Kisan brand or other brand of equivalent quality and PN-16 Pipe, 20 mm OD,5DR-7.4) Including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages, including all taves and duties as applicable and Including the cost of all required labour and materials as directed and specified. The item also Inludes construction and Installation of R.C.Cc Hydrant Pillar of size 100mm x 100mm, helght 1200 mm with 6 mm dia bar embeded to RCC Post In proportion 1:1.5:3 with 4 nos 10 mm dla main and 6 mm dia stirrup @ 150 C/c and fixing 15 mm dla PPR pipe to the hydrant, with 5 mm rings embedded in concrete for anchoring Inclusive of cost of transportation to site and also supplying fitting and fixing PVC Dib cock all complete as directed and specified. Approved good for construction drawing will be Issued by the deptt.
226
3201
-
... More
GI Road Crossing
(I) 100 mm dia
36
5013
-
... More
GI Road Crossing
(I) 150 mm dia
29
7817
-
... More
Electrical Utility Shifting
Shifting of line for widening & strengthening of road froin NH-31 near Banekuchi High School to Bonbhag Solmari Pepsico Industry 11/0,4KV 250KVA DTR Copper wound - BIS Level-2
1
853420
-
... More
11/0.4KV 100KVA DTR Copper Wound-BIS Level-3
1
546180
-
... More
11/0.4KV 63KVA DTR Aluminium WoundBIS Level-3
2
295201
-
... More
PSC Pole 9.75m
114
10475
-
... More
PSC Pole 8.5m
90
7918
-
... More
ACSR RACCON" Conductor
12
113470
-
... More
ASCR "WEASEL" Conductor
31
48824
-
... More
GI Channel Cross Arm (100x50x6x2200mm)
90
2998
-
... More
Pole Clamp of Gl Flat 50x6mm Gl Channel (75x40x6)mm 11kv Pin Insulator (Polymer) 5KN (FRP 24mm) GI 11KVT Cross Arm with angle size 50x50x6mm 11kV Disc Insulator (Polymer) 70kN (T&C Type) H/W fitting for Disc Insulator T&C 70kN tension type CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30 cm interval along length of the pipe Gl Strip 25x3mm for DTR earthing
550
126
-
... More
Gl Channel (75x40x6)mm
120
817
-
... More
11kv Pin Insulator (Polymer) 5KN (FRP 24mm)
280
391
-
... More
GI 11KVT Cross Arm with angle size 50x50x6mm
90
1285
-
... More
11kV Disc Insulator (Polymer) 70kN (T&C Type)
130
469
-
... More
H/W fitting for Disc Insulator T&C 70kN tension type
130
588
-
... More
CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30cm interval along length of the pipe
30
1955
-
... More
Gl Strip 25x3mm for DTR earthing
60
95
-
... More
Gl strip 50x6mm for DTR Neutal earthing
60
397
-
... More
Hot Dip Gl Wire 6 SWG
100
118
-
... More
GI Nuts & Bolts with Washer(Assorted)
1000
138
-
... More
PG Clamp for ACSR Raccon
70
156
-
... More
Tension clamp for ACSR Raccon
70
521
-
... More
GI Barbed wire Type A
114
138
-
... More
IIT Stay Set
40
813
-
... More
Hot Dip GI Wire Stay Wire 7/10 SWG (For HT)
400
130
-
... More
Guy Insulator (Porcelain)
40
78
-
... More
11KV GOAB Switch 150Amp
7
11596
-
... More
11KV DO Fuse Set 150A Assembly
7
4916
-
... More
11KV Danger Plate
114
85
-
... More
Hot Dip GI Wire Stay Wire 7/14 SWG (For LT)
400
147
-
... More
LT Stay Set
40
609
-
... More
LT Guy Insulator (Porcelain)
40
46
-
... More
LT Danger Plate
90
68
-
... More
Grouting & mufflering of prestressed concrete pole of length 8.5 m as per specification and drawing with minimum planting depth of
1.5 m (using PCC)
2.4
2426
-
... More
Grouting & mufflering of prestressed concrete pole of length 9.75 m as per specification and drawing with minimum planting depth of
1.8 m (using PCC)
114
2570
-
... More
Transformer pad for Distribution Transformer complete as per specification
1
47219
-
... More
DTR Fencing as per REC standard specification complete with material & labour
4
49265
-
... More
Grouting of Stay Set with PCC and Boulder
80
1357
-
... More
Dismentling of existing line for Shifting of line for widening & strengthening of road from NH-31 near Banekuchi High School to Bonbhag Solmari Pepsico Industry 11/0,4KV 250KVA DTR Copper wound - BIS Level-2
1
853420
-
... More
11/0.4KV 100KVA DTR Copper Wound-BIS Level-3
1
546180
-
... More
11/0.4KV 63KVA DTR Aluminium WoundBIS Level-3
2
295201
-
... More
PSC Pole 9.75m
90
10475
-
... More
PSC Pole 7.5m
50
6966
-
... More
PSC Pole 8.5m
50
7918
-
... More
ACSR RACCON" Conductor
11
113470
-
... More
ASCR "WEASEL" Conductor
16
48823
-
... More
GI Channel Cross Arm (100x50x6x2200mm)
80
2998
-
... More
Pole Clamp of Gl Flat 50x6mm Gl Channel (75x40x6)mm 11kv Pin Insulator (Polymer) 5KN (FRP 24mm) GI 11KVT Cross Arm with angle size 50x50x6mm 11kV Disc Insulator (Polymer) 70kN (T&C Type) H/W fitting for Disc Insulator T&C 70kN tension type CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30 cm interval along length of the pipe Gl Strip 25x3mm for DTR earthing
100
126
-
... More
11 KV Polymeric Pin Insulator
180
391
-
... More
11 KV Polymeric Disc Insulator 70kN
90
469
-
... More
GI 11KVT Cross Arm wirh angle size 50x50x6mm
60
1285
-
... More
HW fitting for disc insulator 70kN
90
725
-
... More
CI Earth Pipe 1.8 mtr dia 100mm
30
1955
-
... More
GI Nut & Bolts with Washer (asrted)
100
138
-
... More
Shackle Insulator Porcelain
20
70
-
... More
LT GI Shackle Strap with Bolts
20
126
-
... More
GI LT Angle Cross Arm (40x40x6x500)mm
120
294
-
... More
LT Pin Insulator (Porcelain)
200
46
-
... More
LT GI Pin
100
61
-
... More
Hot Dip GI Wire Stay Wire 7/14 SWG (For LT)
50
147
-
... More
LT Stay Set
20
609
-
... More
LT Guy Insulator (Porcelain)
20
46
-
... More
GI Stay wire 7/10 SWG
200.1
130
-
... More
HT stay set
20
813
-
... More
HT Guy insulator Porcelin
20
78
-
... More
11 KV GOAB Switch, 400 Amps
4
12589
-
... More
11 KV D.O. Fuse, 150 Amp
8
4916
-
... More
12 KV 9KA LA (Poly) Station type
4
12530
-
... More
Bi-Mettalic Lug (Assorted)
60
256
-
... More
HT Danger plate
50
85
-
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