Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2023
Closing Date12 Jan 2024
Tender Amount₹ 7,94,85,000
Costs
EMD
₹ 15,90,000Document Cost
₹ 15,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWD_35021_1Bid Award Id
ViewTender No
CE/DEV/RIDFXXIX/732/2023-24/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Scarifying the existing bituminous road suface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification.
11250
-
7.35
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tripprs, trimming bottom and side slopes, in accordance with requirments of line grades and cross-section, and transporting to the embankment location with alift up to 1.50 m lead up to 1000 m as per technical specification. Clause 302.3
6300
-
67.8
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402. Grading- B
1634.78
-
3000.42
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402. Grading- C
3729.11
-
2940.42
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premix the materials with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tripper to site laying in uniform layer in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller 80-100 kn weight to achieve the desired density including lighting, barricadeing and maintenance of diversion, etc. as epr tables 400.11 & 400.12 and technical specification Clause 406
4194.08
-
4134.11
Providing and laying sheded interlocking concrete block pavement M40 having thickness 80 mm as per IS 1504 ( Including of edge restraint and carriage )
27960.53
-
1161.08
Road Marking with hot applied thermoplastic compound with Reflectorising glass Beads on Bituminous surface ( Providing and laying of hot applied thermoplastic compound 2.5 mm thick including with Reflectorising glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35.
900
-
989.88
Providing pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidlines of MoSRT & H's fixed to the road surface using the adhesives and and the procedures recomended by the manufacturers with three months replacement waranty and free maintenance
6000
-
281.37
11.1 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. (In ordinary soil, Depth up to 3.00m)
1524.9
-
127.69
17.6 Sand Filling in Foundation Trenches as per Drawing & Technical Specification
232.05
-
1511.94
17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
116.03
-
5588.98
17.10 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, (C) RCC Grade M20, Case I : - Using concrete Mixer
140.89
-
6999.22
17.46 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) without plasticiser, (E) RCC M20, (a) Height upto 5.0m, Case I : Using concrete mixer
331.5
-
7402.63
13.1 Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205. (with crushed stone, RCC Gr M20, For nominal mix 1:2:4, Height upto 5.0m)
117.41
-
8160.44
12.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
55.06
-
53724.27
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (with sandy material)
182.33
-
1822.69
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
663
-
205.66
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. I Ordinary soil
199.53
-
127.69
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. I Sand filling
7.87
-
1644.26
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 M 20 Nominal mix (1:2:4)
4.25
-
6664.29
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. M 20
12.5
-
6383.26
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.
0.32
-
53572.17
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B. With Natural Gravel. IV.RCC Grade M 25. i) Height upto 5m
44.35
-
7992.49
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
2.44
-
53724.27
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.
34
-
134.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (i) Granular Material
55.89
-
1487.19
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. B. With crushed Stone
1.88
-
14419.59
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3.
19.6
-
2763.19
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
-
1873.77
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. (iii)Cement concrete grade M 10
23.79
-
5734.64
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.
84.6
-
1516.35
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
-
24465.5
Kilometre Stone
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)
4
-
2509.17
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
600mm equilateral triangle
19
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 802
600mm circular
12
-
5345.8
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 803
800mm x 600mm rectangular
14
-
7537.1
Rubberised speed breakers : Providing/fixing rubberised speed breakers Yellow/Black, Size: 400mm (L) x 250mm (B) x 50mm (H) with both sides reflective elements.
(Rate as per CE's accepted Rate)
180
-
1525.5
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