Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Date2 Nov 2024
Tender Amount₹ 3,29,93,995
Costs
EMD
₹ 6,59,880Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_53624_1Tender No
25_CE_PWD_RnB_ACE_PnDU_2024_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.
199.5
6064
30.4
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
1230.26
54254
44.1
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
(A) For spreading beyond 100 m
1045.72
84808
81.1
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 8000 m as per MoRD Technical Specification Clause 301.5.
698.53
171418
245.4
Maintenance of Earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
3176.04
60662
19.1
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.
400
14480
36.2
SH:Protection Work
-
-
-
Excavation for Structures
A.Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I.Ordinary Soil
(i) Upto 3 m depth
261.36
119755
458.2
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material
29.67
54340
1831.5
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I.Sand filling
31.71
44628
1407.4
Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).
I.P.C.C grade M 10
(i) Nominal mix 1:3:6
31.71
332461
10484.45
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II.In 1:4 cement mortar
165.06
1741577
10551.5
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
57
22435
393.6
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI.R.C.C grade M-25 i) upto 5 m height
37.92
487076
12845.85
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
50.04
247968
4955.4
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
4.78
439493
91867.3
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (using jhama brick aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks).
366.8
3669252
10003.55
Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65 mm to 75 mm dia @ 150 mm c/c and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification Clause 1302.5.
B) Driven at least 900 mm below ground and 900 mm above ground on average
150
85110
567.4
Retaining Walls/ Breast Walls
Construction of retaining walls/ breast walls in Plain cement concrete with M10 (with jhama brick aggregate) as per drawing and MoRD technical specifications Clause 1604 (including centering, shuttering, staging etc. but excluding reinforcement).
(iii) Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall
316
225608
713.95
SH:Misc. items for river training works
-
-
-
Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
200
9100
45.5
Providing and fixing bitumen or tar drum guard posts including two coats of white synthetic enamel paint over a primer coat in the exposed outside surface above Ground level and applying two coats of coal tar on the outside surface below ground level including bottom before placing the same for a depth of 450 mm below ground level filled with earth as per specification.
320
251328
785.4
SH: Drainage Works
-
-
-
Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface Drains in Ordinary Soil (B) Mechanical Means
440
9636
21.9
Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B.Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I.In Ordinary Soil
405
1443420
3564
Excavation for Structures
A.Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I.Ordinary Soil
(i) Upto 3 m depth
67.6
30974
458.2
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material
22.53
41269
1831.5
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I.Sand filling
8.45
11892
1407.4
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I.P.C.C grade M 10 ((using jhama brick aggregate)
(i) Nominal mix 1:3:6
8.45
80766
9558.15
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI.R.C.C grade M-25 i) upto 5 m height
21.45
275543
12845.85
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
1.72
157644
91867.3
SH:Granular Sub-bases, Bases (Non-Bituminous) and Shoulders
-
-
-
Brick soling
ii) Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
997.5
577652
579.1
Brick soling
iii) Brick edging laid in full brick width
Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
2860
721749
252.36
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
1) WBM Grading - 2
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.
(A) By Manual Means
195.1
1542792
7907.7
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
2) WBM Grading - 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means
561.09
4453206
7936.65
80 mm thick factory made c.c. interlocking paver block of M-35 Grade
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
1762.5
2878250
1633.05
Excavation for Structures
A.Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I.Ordinary Soil
(i) Upto 3 m depth
137.48
62993
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I.Sand filling
31.73
44656
1407.4
Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204 (including centering, shuttering, staging etc. but excluding reinforcement)
IV.P.C.C grade M-20 (1:2:4) (Hand mix)
i) upto 5 m height
105.75
1178181
11141.2
SH: Bases and Surface Courses (Bituminous)
-
-
-
Prime Coat
(ii) Medium 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
5630.63
516609
91.75
Tack Coat
(iii) 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 surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
5630.63
132882
23.6
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.
i.With Viscosity Graded Bitumen of VG-30.
281.53
4749174
16869.1
Bituminous Concrete using Waste Plastic
B.Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 percent of mix including cement filler, transporting the hot mix plant 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 and the bituminous mix be suitably modified with waste plastic as per "Dry Process" including collection of waste plastic, cleaning, shredding all complete as per IRC:SP:98.
Grading II (For layer thickness 30 - 40 mm)
i.With Viscocity Graded Bitumen of VG-30 & Waste Plastic
168.92
3690027
21844.95
SH:Traffic Sign, Markings and other Appurtenances
-
-
-
Traffic Signs (using jhama brick aggregate in CC/ PCC)
A.Retro-reflectorised 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 MoRD technical specification 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 M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.
i) with 900 mm equilateral triangle aluminium sheeting
10
37090
3709
Traffic Signs (using jhama brick aggregate in CC/ PCC)
A.Retro-reflectorised 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 MoRD technical specification 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 M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.
iii) with 600 mm circular aluminium sheeting
8
28999
3624.9
Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC)
B)Semi Reflective Traffic Signs
Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701.
2
9148
4574.1
Kilometre Stone (with RCC M15 grade using jhama brick aggregate)
Reinforced cement concrete M15 grade (using jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and MoRD Technical Specification Clause 1703.
ii) Ordinary Kilometre Stone(precast)
3
10960
3653.6
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade (with jhama brick aggregate) cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6.
A.In Ordinary Soil
147
78659
535.1
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface
Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803.
570
411483
721.9
Providing and Fixing 'Citizens' Information Board' of the Project(with CC structure)
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and MoRD technical specification Clause 1701 and Annexure 1700.1
A.Board 'A'
2
46022
23011.2
Providing and Fixing 'Citizens' Information Board' of the Project(with CC structure)
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and MoRD technical specification Clause 1701 and Annexure 1700.1
B.Board 'B'
2
44450
22225
SH:CD Works
-
-
-
Excavation for Structures
A.Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I.Ordinary Soil
(i) Upto 3 m depth
189.93
87025
458.2
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material
20.77
38040
1831.5
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I.Sand filling
21.09
29682
1407.4
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I.P.C.C grade M 10 ((using jhama brick aggregate)
(i) Nominal mix 1:3:6
4.59
43871
9558.15
Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204 (including centering, shuttering, staging etc. but excluding reinforcement)
IV. P.C.C grade M-20 (1:2:4) (Hand mix)
i) upto 5 m height
56.4
628363
11141.2
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. I.In 1:3 cement mortar
55.5
585608
10551.5
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI.R.C.C grade M-25 i) upto 5 m height
4.8
61660
12845.85
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
0.38
35277
91867.3
Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.
229.4
53197
231.9
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
85
33456
393.6
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements