Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 24,16,199 
Notes
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Costs

Summary

Periodical Repair Of Various Road Under Teliamura Sub Division-i (i) Aa Road To Hrankhal Bazar (l-2.50 Km) Ch. 1.5 Km To 2.0 Km (ii) Tk Road To Ayurvedic Hospital (l-0.90km) (iii) Ward Office No. 6 To Khowai River Under Tmc/ Sh- Patch Metalling, Re-c

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5.8 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 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. Case - I : By Manual Means. (i) Bitumen of VG-30

2835

998402

352.17

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5.11 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 (premix with fine sand) (i) Bitumen of VG-30

2835

222576

78.51

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M-1.14 Seal coat on old bituminous road surface. Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.

1050

105011

100.01

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11.1 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

75.6

34640

458.2

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11.2 Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9,1200. I. Sand filling

8.4

11589

1379.6

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11.9 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

8.4

89364

10638.53

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11.5 Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. II. Brick masonry in 1:4 cement mortar

31.12

301977

9705.19

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12.16 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.

156.1

36137

231.5

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M-1.13 Maintenance of bituminous surface road using Jhama brick aggregate. Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.

4.51

53438

11860.69

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14.16 Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) I.Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching i) Nominal mix 1:3:6

3.47

32642

9420.5

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8.13 Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic Compound 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.

500

360950

721.9



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