Tender For Annual Repair & Maintenance Of Digaru - Demwe Section Of Nh-13 From Km 688+000 To Km 717+540 (Length 29.540 Km) In The State Of Arunachal Pradesh.
Tender Value
1.47 Crore
Estimated cost
Bid Submission
21 Jul 2026
20 days left
EMD
2.95 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lohit → Arunachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Annual Repair & Maintenance Of Digaru - Demwe Section Of Nh-13 From Km 688+000 To Km 717+540 (Length 29.540 Km) In The State Of Arunachal Pradesh.
BOQ
| Sl. No. | Item Description |
| 1 | Tree Fall Clearance: Cutting of branches of trees and shrubs from the road way or with in R.O.W. including disposal of wood and leaves to suitable location as per technical specification Clause 1914. |
| 2 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. |
| 3 | Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 4 | Maintenance of Earthen Shoulder (Filling with fresh soil) (Making up loss of materials/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment) |
| 5 | Maintenance of Culverts Slab type (Maintenance of Slab Tyoe Culvert by way of Cleaning, Clearing, Erosion repiar, repairs to cracks, parapet wall and protection work as per drawing and technical specifications Clause 1908) |
| 6 | Painting on Concrete Surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm) |
| 7 | White washing of parapet walls of CD work and tree trunks (White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc. as per technical specifications Clause 1915) |
| 8 | Gabian Structure for Retaining Earth: Providing and construction of a gabian structure for retaining earth segments of wire crates of size 7m x 3m x 0.6m easch divided into 1.5m compartments by crossing netting, made from 4mm galvanised steel wire @ 32kg per 10sqm having minimum tensile strength of 300Mpa conforming to IS:280 adn galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with at least dimension of 200mm, all loose ends to be tied with 4mm galvanised steel wire. |
| 9 | Excavation for Structures (RRM Wall) (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)(B) Mechanical Means (i) upto 3 m depth (without de-watering) |
| 10 | PCC 1:3:6 in Foundation (RRM Wall) (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.) |
| 11 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (A) Random Rubble Masonry (RRM) |
| 12 | 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 specifications |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationA Granular material |
| 14 | 3M Engineering Grade Prismatic Tape2\\" 3M EGP Tape |
| 15 | Excavation in Soil using Hydraulic Excavator CK 90 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 within all lifts and lead upto 1000m) |
| 16 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (A) Using Concrete Mixer |
| 17 | Cement Footpath Outdoor Chequered Tile (Tiles size 300 x 300 mm and 25 mm thick) |
| 18 | Providing 200mm dia weep holes in Cement Concrete M20 kerb for Foothpath. |
| 19 | Filling the Kerb median with soil, moorum, gravel, or a combination of these. |
| 20 | PCC of grade M-15 for foundation of Chequered Footpath Tiles. |
| 21 | High Mast Light (Supply and installation of a 20 Meter G I High Mast Octagonal Pole With Motor, Nut Bolt & 400 Watt Led Flood Light 9 Nos. and mounted on a concrete base). |
| 22 | High Mast Light Foundation (Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (C) RCC Grade M20, Case I Using concrete mixer |
| 23 | Supply of Geo Bags Type-B (Size 2.00 m × 1.50 m inner to inner) (Pillow Type) made of composite layers of Polypropylene (PP) fibre as per IS 16653:2017 for Nonwoven and IS 16654:2017 for Woven: Woven Geo-textile for the outer cover (300gsm): The woven geo textile is woven with multifilament woven fabric manufactured from ultra violet stabilized polypropylene. Geo-textile used to manufacture geotextile bags should have high mechanical properties for enhanced durability along with enhanced puncture, abrasion and U.V. resistance characteristics. Geo-textile should be inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids.Properties: (i). Tensile strength (MD) ≥ 80 KN/m & Tensile strength (CD) ≥ 70 KN/m (ii). Elongation (MD) ≤ 25% & Elongation (CD) ≤ 25% (iii). Abrasion ≥ 75% (iv). Trapezoidal Tear Strength (MD) ≥ 1500N & Trapezoidal Tear Strength (CD) ≥ 1300N (v). CBR Puncture strength ≥ 900N (vi). Permeability ≥ 18 l/m2/sec (vii). AOS ≤ 250 micron (viii). UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% (ix). Mass ≥ 300 gm/m² (x). Seam strength ≥ 50 % of actual fabric strength. Non-Woven Geo-textile for the inner layer (300gsm): It is needle punched non-woven geo-textile made of 100% polypropylene staple fibres which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis. Properties: (i). Wide Tensile strength (MD) ≥ 15 KN/m & Wide Tensile strength (CD) ≥ 15 KN/m (ii). Elongation (MD) ≥ 50% & Elongation (CD) ≥ 50% (iii). Abrasion ≥ 95% (iv). Trapezoidal Tear Strength (MD) ≥ 340 N & Trapezoidal Tear Strength (CD) ≥ 340 N (v). CBR Puncture strength ≥ 3000 N (vi). Permittivity ≥ 1.25 s-1 (vii). Permeability ≥ 60 l/m2/sec (viii). AOS ≤ 75 micron (ix). UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% (x). Mass ≥ 300 gm/m² (xi). Thickness at 2KPa ≥ 3 mm (xii). Seam strength ≥ 80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge. (Bags are to be supplied of 15 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt. of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material) |
| 24 | Carriage of Type B Geo Bags of size 2.00 x 1.50 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. Distance from Guwahati to Parshuramkund Bridge = 640Km) |
| 25 | Filling and laying of Geo bags of size 1.03 m × 0.70 m excluding excavation of sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling , double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150 m and laying properly as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) |
| 26 | Supply of sewing thread/Yarn PPMF stitching thread (2000 Den,Kaplon) including payment of all taxes. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 days