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Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
27 Aug 2026, 3:00 pm3d left
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Development of road from AA road (Champaknagar) to Khumtia via Bikram Molsom (from Ch 0.00 Km to Ch 4.00 Km) under 12-Takarjala Assembly Constituency (Gr-I)
2026_CEPWD_76088_1
22/R/DNIe-T/SE-IV/PWD(R and B)/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹4,000
₹2.9 L
Yes
O/o The EE, PWD (R and B), Jirania
20 Aug 2026
20 Aug 2026
27 Aug 2026
20 Aug 2026
27 Aug 2026
20 Aug 2026
21 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Land Slide Clearance in soil
Clearance of land slides in soil and ordinary rock by a bull dozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause 3000. | - | Cum | 68.2 | - |
| 2 | 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 1000 m as per MoRD Technical Specification Clause 301.5. | 1 | Cum | 245.4 | ₹245.15 |
| 3 | 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. | - | Cum | 44.1 | - |
| 4 | 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 | 1 | Cum | 458.2 | ₹457.74 |
| 5 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
i) Sand filling | 1 | Cum | 1,245.4 | ₹1,244.15 |
| 6 | 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 | 1 | Cum | 9,281.25 | ₹9,271.97 |
| 7 | 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 | - | Cum | 9,614.25 | - |
| 8 | 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 | - | Cum | 10,085.15 | - |
| 9 | 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. | 1 | sqm | 228.95 | ₹228.72 |
| 10 | 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 | - | mtr | 3,477.35 | - |
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DNIeT.pdf
Tender Documents • 2.95 MB
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