Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Upgradation Of Rural Road From Forest Check Post To Govt. Primary School, Sabari Old At Rangat North And Middle Andaman Under Pmgsy-iii. in North And Middle Andaman, Andaman & Nicobar Islands, with an estimated contract value of Rs. 7,07,92,629. The bid opening date for this tender is 01-05-2025 and the last date for bid submission is 23-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 May 2025
Closing Date23 Jun 2025
Tender Amount₹ 7,07,92,629
Costs
EMD
₹ 14,15,853Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Upgradation Of Rural Road From Forest Check Post To Govt. Primary School, Sabari Old At Rangat North And Middle Andaman Under Pmgsy-iii.
Description
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Contact
Tender Id
2025_APWD_140846_1Tender No
09/NIT/SE/CC-I/25-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
1783.53
503
897802.02
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
177
423
75003.75
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Total of (A+B) With (Cess @1%+ GST 18%)
-
-
-
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1st Year Routine Maintenance
5.27
74117
390227.85
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Back filling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
19.69
3831
75455.81
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Direction and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape per MORD as specifications of required shade and colour. Supported and welded on 47mm x47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M / s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
6
6554
39324.72
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ROAD FURNITURE
PMGSY informatory sign board
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 * 450mm * 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
-
-
-
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Slab Culvert (2m Span x 1 ), (3m Span x 2)
Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge
771.06
658
507976.96
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Total of Quoted Amount (A)
-
-
-
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For modified soil by construction of sub base using GSB III materials
Construction of Modified Soil 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Material : 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre.
850.99
3627
3087091.11
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Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects
Material : Bitumen@ 5.2 percent of mix = 0.123 ton, 20-10 mm 38 percent = 0.567 cum, 10-5 mm 17 percent = 0.254 cum, 5 mm and below 43 percent = 0.641 cum, Filler @ 2 percent of weight of aggregates = 0.045 cum.
635.01
14704
9337430.35
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PROTECTIVE WORK TOE WALL
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 side
708
658
466430.4
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Total of Maintanance Cost of (B)
-
-
-
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Total of A+B
-
-
5821388.49
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600 mm circular
12
3853
46236.72
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Providing plain/reinforced cement concrete in Sub-structure with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M15
Face Wall
34.62
8978
310804.28
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
2179.61
487
1062515.35
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Filling in foundation trenches as pe drawing and technical specification clause 305.3.9 Earth filling in foundation trenches and at the back of abutment, wing walls etc. with earth in layers not exceeding 150mm including inundating each layer by profuse water and poking and ramming layer complete etc. as per direction of Engineer in charge.
22.36
423
9475.05
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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of Specification for Rural Roads (1st Revision). (Pakur Variety
P.C.C. grade M 15
12.56
8978
112801.8
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface 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 Clause 301.4.
11362.5
12
140168.94
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203
106.2
8978
953558.12
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Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.49
91004
408974.09
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ROAD SAFETY WORK
Retro-reflectorized Traffic Signs
(1) 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
-
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-
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Construction of Ordinary Kilometre Stone (Precast) :
Reinforced cement concrete M 15 grade 200 metre stone with 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 of specification of rural roads.
7
6904
48330.87
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Random rubble masonry (dry) in case of stone pitching laid with cement mortar (1:5)
401.2
9741
3908105.25
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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 wall sand parapets Clause 1106.
30
6596
197907.3
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Construction of 5th Kilometre Stone (Precast)
Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.
1
6431
6431.74
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600 mm equilateral triangle
25
3575
89392.75
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Dismantling of structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202
85.59
1537
131609.01
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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M10
Face Wall
10.33
9071
93723.23
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Filling in foundation trenches as pe drawing and technical specification clause 305.3.9 Earth filling in foundation trenches and at the back of abutment, wing walls etc. with earth in layers not exceeding 150mm including inundating each layer by profuse water and poking and ramming layer complete etc. as per direction of Engineer in charge.
193.45
423
81972.74
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3rd Year Routine Maintenance
5.27
122965
647415.09
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(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
5
17246
86230.3
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PAVEMENT WORK
Clearing and grubbing road land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
0.39
124542
48571.38
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4th Year Routine Maintenance
5.27
224312
1181004.21
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Granular Sub-base with Well Graded Material (Table 400.1) GSB grade III
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Material : 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre.
2296.68
3627
8331593.78
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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
17246
34492.12
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Prime Coat
Low porosity 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
Material : Bitumen emulsion (SS-1) @ 0.85 kg per sqm.
15875.28
60
967915.82
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
105.22
9741
1024913.26
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CROSS DRAINAGE STRUCTURE WORK
Humpe Pipe (1000 dia x 2)
Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge /
161.28
658
106251.26
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2nd Year Routine Maintenance
5.27
78070
411038.6
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully / semi automatic thermo plastic paint applicator machine fitted with profileshoe , glass beads dispenser , propane tank heater and profile shoe heater , driven by experienced operator sqm on road surface including cost of material , labour , T&P , cleaning the road surface of alldirt , seals , oil , grease and foreign material etc.complete as per direction of Engineer-in charge and accordance with applicable specifications.
1040.6
757
787734.2
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Panelled cement concrete pavement (500mm X 500mm)
construction of panel concrete pavement 100 mm thick with M30 grade concrete over a properly prepared and cambered sub base having CBR value not less than 20 with 43 grade cement (OPC) or any other type as per clause 1501.2.4 of specification for rural roads. coars and fine aggregates conforming to IRC 44 &IS 383 alongwith cement are to be mixed in a concrete mixer having capacity not less than 0.2 cum and appropriate weigh batcher using approved mix design as per IRC44-2088.Concrete preferably having a slump of about 70 to 80mm with use of approved plastcizer if required shall be laid in approved fixed side form work (steel channel ,laying and fixing of 125 micron thick polythene sheet over the sub base layer wedges steel plants including leveling the formwork) spreading the concrete with shovels, rakes, compacted using needle/screwed/plate vibrators and finished in continuous operation including provision construction joints using bonding agents and expansion joints applying debonding strips ,primer, sealant, dowel bars, near approaches to bridge and culverts complete . surface of the pavement should paneled of size 500mmx500mm having a distinct groove of about 3mm wide and/or 1/3rd the depth of concrete using diamond saw immediately on the next day morning of the previous days casting of M30 grade concrete including lighting, guarding, barricating etc. complete. after cutting the grooves the concrete should be well cured for at least 14 days for achieving proper strength as per direction of Engineering in charge. if required casting of pavement may be taken up in appropriate width of the carriageway in phases to allow uninterrupted movement of padestrians and light vehicular traffic.
13.77
13310
183282.69
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Providing plain/reinforced cement concrete in Sub-structure with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M 20
Face Wall
379.2
10418
3950631.65
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Construction of 200 Metre Stone (Precast)
Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.
25
1110
27774.5
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ROUTINE MAINTENANCE WORKS (5 YEARS)
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-
-
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Proviing and placing of boulder apron laid in sausage wire crate of specified sizes made of 4 mm dia GI wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stiching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 40 Kg. each properly @ 0.90 cum /cum and stiching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidential charges in this connection.
30.72
4306
132306.12
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Wet Mix Macadam
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.
Material : Coarse aggregate 45 mm to 22.4 mm @ 30 per cent = 0.399 cum, Aggregates 22.4 mm to 2.36 mm @ 40 per cent = 0.532 cum, Fine aggregate/Crushed sand 2.36 mm to 75 micron @30 per cent = 0.399 cum, water = 0.08 kl.
3968.82
3723
14777784.19
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18%GST(9%CGST+9%UTGST)
-
-
-
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Grand Total Of (A+B)
-
-
-
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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
108
616
66583.08
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1% CESS
-
-
-
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Construction of Embankment with Material Obtained from Roadway Cutting
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
1627.03
314
511624.78
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5th Year Routine Maintenance
5.27
429674
2262237.35
... More
Providing plain/reinforced cement concrete in Sub-structure with or without reinforcements with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads RCC Grade M 20
Face Wall
24.91
10916
271962.06
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DRAINAGE WORK 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.
22.84
658
15045.67
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