Improvement and reconstruction of Kasiyalekh -Harinagar-Aksoda motor road in the Bhimtal Assembly constituency in Nainital, km 1 to km 8. Under Honble Chief Ministers Announcement No. 66 2026 by PC

PWD · Nainital, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹3.1Cr
EMD: ₹8.5L
Published: 04 Nov 2026
Closing date: 02 Dec 2026
Status: open
Status as of: 05 Nov 2026 08:49 UTC
Department: Public Works Department (PWD), Government of Uttarakhand
Office: 2nd Circle, PWD, Nainital

Description

Improvement and reconstruction of the Kasiyalekh-Harinagar-Aksoda motor road from km 1 to km 8 in the Bhimtal Assembly constituency, Nainital, under the Hon'ble Chief Minister's Announcement No. 66/2026. The works include road cutting, earthwork, retaining and breast walls, drainage, pavement layers, bituminous surfacing, traffic signs and road furniture. Estimated cost is Rs. 314.35 lakh excluding GST; completion period is 6 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (28)

Hill Side Cutting For Making Road of Regarding In All Type Of soil,Rock,Very Hard Rocks For Making The Road As per Plan & L - Section Including Uorooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Matenal And Debries up To Distance Of 10000m. From Road Side As Directed By Engineer-in-Charge As Per P.W.D. Specification Also Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work.( SI No.151b.H) — Qty: 1 Jobs
Excavation In Foundation In All Type Of Soil And Rock As With at Site Of Work Including Lead And Lift And Disposal of Surpuls earth As Directed By Engineer Incharge Including labour T&P Etc For Proper Completion of The Work — Qty: 2578.21 Cum
Random Rubble Stone massonary Laid Dry in Breast Wall,Retaining Walls, Parapets, Scupper Etc Including Supply of Proper Completion of Work — Qty: 1780.62 Cum
Hand Packed Stone Filling in Localy Available Stone In Back Of Retaining Wall Including Supply of all Materials, Labour And T&P Etc. Required For Proper Completion of The Work — Qty: 718.35 Cum
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (M-10) — Qty: 109.71 Cum
Random rubble masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) — Qty: 227.7 Cum
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 215.65 Cum
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 — Qty: 56.58 Cum
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of M O R D s p e c i f i c a t i o n s ( F i r s t revision'2014) and IS 1786:2008 clauseno. 1.6) — Qty: 6.23 MT
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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.For Grading I Material — Qty: 1036.55 Cum
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By By Mechanical Means — Qty: 621.93 Cum
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By By Mechanical Means — Qty: 765.7 Cum
Prime Coat 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- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. — Qty: 29728.13 per sqm
Tack Coat 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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 29728.13 per sqm
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 — Qty: 29728.13 per sqm
Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Type B — Qty: 29728.13 per sqm
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 Technical Specification Clause 301.5 Making Super Elevation — Qty: 15760.63 per CUM
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) — Qty: 742.5 Cum
Construction of KC Type pucca drain as per drawing including supply of all material, labour,T&P etc. required for proper completion of the work. — Qty: 1500 RMT
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means — Qty: 5650 RMT

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