Public Works Department Tender
... More
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 1,26,90,354
Costs
EMD
₹ 2,53,807Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of Road From Anandanagar 9no Para To North Anandanagar _muchraipara Road Via Radhamohan Sardarpara (l_1point70 Km) Under Scheme For Special Assistance To States For Capital Investment For 24_25 _sh_gsb, Wbm2_gr_i_ch 0km To Ch 0point65 Km
Description
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Contact
Tender Id
2024_CEPWD_54860_1Bid Award Id
ViewTender No
123_R_DNIT_SEIV_PWD(RnB)_24_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Dismantling brick / tile work as per MoRD Technical Specification No. 202
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202
(B) cement mortar
1.8
424
764
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Sub Head : EARTH WORK
-
-
-
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Compacting orginal 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.
375
30
11400
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Compacting orginal ground supporting embankment.
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.
202.5
23
4658
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Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.
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.
337.5
44
14884
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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
270
81
21897
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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 10.000 KM as per MoRD Technical Specification Clause 301.5.
287.94
305
88075
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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 as per MoRD Technical Specification Clause 303.1.
438.75
326
143287
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Sub Head : PROTECTION WORK ( Retaining Wall & Toe Wall )
-
-
-
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(A) Excavation for Structures
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
153.6
458
70380
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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
(I) Sandy material
51.2
1723
88248
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
(i) Sand filling
19.2
1299
24950
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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).
II. P.C.C grade M 10
(i) Nominal mix 1 : 3 : 6
28.8
10245
295079
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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)
(I) P.C.C grade M 15 (1:2.5:5 Nominal mix)
213.33
11094
2366841
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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 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.
70.4
392
27611
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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.
53.76
4686
251963
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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.
5.32
91854
488204
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Sub Head : DRAINAGE WORKS.
-
-
-
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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
400
3475
1390120
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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
(A) Manual Means
300
114
34380
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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
104
458
47653
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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
(I) Sandy material
34.67
1723
59752
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Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200.
Sand Filling
13
1299
16894
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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
19.5
9310
181553
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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
32.5
10110
328591
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.
260
228
59335
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Sub Head : GRANULAR SUB - BASES, ( Non -Bituminous )
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading I Material (jhama brick aggregate)
216.94
4840
1050088
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Dismantling of Brick Soling
Dismantling of Brick Soling, stacking serviceable materials and unserviceable materials separately with all lifts and a lead of 500 m by manual means as per MoRD Technical Specification Clause 202
112.13
859
96338
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Labour charge for Breaking of Jhama bats/ Jhama bricks/ 1st class bricks.
Breaking of Jhama bats/ Jhama bricks/ 1st lass bricks (including bigger lumps) into metal/chips/ aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lea of 100 m. ii) Required size for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification
56.06
1520
85221
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Charge for construction of Granular Sub-base
Charge for construction of Granular Sub-base by providing well graded material (53 mm to 0.075 mm jhama brick aggregate, grading-I), spreading in uniform layers with tractor with atachment on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarde aggregate, watering and compacting with smooth wheel roller to achieve the desired densiy, complete as per MoRD Technical Specification Clause 401, (excluding the cost of jhama aggregate which are available at site only).
(i) For Grading - I Material
(A) By Mix in Place Method
56.06
279
15686
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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
197.07
7571
1492202
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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
191.95
7607
1460336
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Sub Head : BASES AND SURFACE COURSES ( Bituminous )
-
-
-
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Prime Coat
(i) 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
2559.38
74
190392
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Tack Coat
(ii) 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.
2559.38
23
60197
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25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
II. By Mechanical Means.
(I) Bitumen of VG-30
2559.38
410
1051698
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A) By Manual Means
Case - IV : Type - D
2559.38
78
201525
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Sub Head : TRAFFIC SIGN, MARKINGS & OTHER ROAD APPURTENANCES
-
-
-
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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.
-
-
-
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(i) with 900 mm equilateral triangle aluminium sheeting
3
3743
11232
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(ii) with 600 mm circular aluminium sheeting
4
3658
14634
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(ii) 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.
Ordinary Kilometre Stone (precast)
1
3715
3716
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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.
195
721
140771
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CitiZen information Board
Providing and erecting citizen information board with top height 2450 mm from ground level made of 1800 mm x 1200 mm x 2 mm size M.S. (Mild Steel) sheet, stove enamelled in white on the front and grey on the back including all related jointing works (clamping, nut bolting or welding for fitting fixing the sheet) fitted within a rectangle made of 50 mm dia GI Pipe sides firmly fixed to the ground by extending 2 sides of GI pipe of the rectangle to the ground by means of properly designed foundation with M 15 grade of concrete (using jhama brick aggregate) of 450 mm x 450 mm x 600 mm, 600 mm size bellow ground level incl. lettering on it as per requirement as per approved drawings following MoRD Technical Specification & direction of the Engineer in-Charge
2
15468
30936
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Sub Head : BOX CULVERT
-
-
-
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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
47.12
458
21589
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
(I) Sandy material
15.71
1723
27071
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
2.7
1299
3509
... More
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
5.4
9310
50276
... More
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).
II. P.C.C grade M 15 (i) Nominal mix 1 : 2.5 : 5
19.57
10504
205600
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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) RCC grade M25 (i) Upto 5m height
9.92
12607
125106
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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.
1.51
91854
138700
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).
(II). RCC grade M 25
1. For height upto 5 m
4.49
13678
61471
... More
Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
0.45
93605
42029
... More
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.
17.06
4686
79976
... More
Providing weepholes 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.
9.6
392
3765
... More
Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209.
2
2007
4014
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