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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical SHOP NO 4 BLOCK A MAKKA MASJID COMPLEX NEAR MAKKA MASJID BATHINDI JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | Accepted-Technical Accepted |
| 2 | Accepted-Technical R O PARAYPORA THEYAN KALAROOCH KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹23.1 Cr
EMD Value
₹46.3 L
Closing Date
17 Jun 2023, 4:00 pmClosed
CHIEF ENGINEER PMGSY (LRRDA) LADAKH
OFFICE OF CHIEF ENGINEER PMGSY (LRRDA) LADAKH
Upgradation and Maintenance of road from MRL02 Karsha to Pishu Pidmo Hanamur, Length 20.50Km,
2023_LRRDA_125456_1
LD02023
Open Tender
Civil Works - Roads
Percentage
548 days
KARGIL
Please refer Tender documents.
8 documents required · 8 mandatory
₹6,000
EXECUTIVE ENGINEER PMGSY DIVISION KARGIL
₹46.3 L
OFFICE OF CHIEF ENGINEER PMGSY (LRRDA) LADAKH
7 Sept 2023
29 May 2023
19 Jun 2023
29 May 2023
17 Jun 2023
29 May 2023
2 Jun 2023
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 | EARTH WORK IN HILL ROADS:-
Excavation in hilly areas in soil by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property. as per technical specification Clause 1603.1.Including construction of reference pillars as per requirement.
Ordinary Soil | 8,616.91 | Cum | - | - |
| 2 | EARTH WORK IN HILL ROADS:-
Excavation in Hilly areas in ordinary rock not requiring blasting by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property, as per tchnical specification Clause 1603.1
Soft Rock | 4,308.45 | Cum | - | - |
| 3 | EARTH WORK IN HILL ROADS:-
Excavation in Hilly areas in hard rock requiring blasting by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property, as per technical specification Clause 1603.1
Hard Rock | 4,308 | Cum | - | - |
| 4 | EXCAVATION FOR STRUCTURES:-
Earthwork in excavation for structures as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including Dewatering Complete.
Dense or hard Soil | 2,636.54 | Cum | - | - |
| 5 | EXCAVATION FOR STRUCTURES:-
Earthwork in excavation for structures as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including Dewatering Complete.
Soft Rock | 1,839.6 | Cum | - | - |
| 6 | Providing concrete for Plain/ reinforced cement concrete in foundation/ substructure complete as per drawing & technical specifications. Clause 802, 803, 804, 805,806,807,1202, 1203 &1204 ( ht.up to 5 m) including cost of form work ,loading/ unloading/ haulage of all materials and T&P etc and testing of materials and mix for quality control (including cost of form work) complete job.
(PCC Grade M-10) | 102.4 | Cum | - | - |
| 7 | Plain/re-enforced cement concrete in sub-structure complete as per drawings and technical specifications clauses 802, 804, 805, 806, 807, 1202 & 1204 ( Height upto 5 M) including cost of form works ,loading/ unloading/ haulage of all materials and T&P etc as well as testing of materials and mix for quality control (complete job )
PCC grade M15 | 1,544.23 | Cum | - | - |
| 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, including cost of form work, loading/unloading/haulage of materials and T&P etc. as well as testing of materials and mix for quality control complete
RCC-M20 Grade | 143.28 | Cum | - | - |
| 9 | Supplying, fitting, and placing HYSD bar reinforcement ((fe-415) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 149.8 | Qtl | - | - |
| 10 | Polygon/ Random Rubble masonry uncoursed / brought –to course, in 1 Cement :6 fine sand mortar with Nallah stone, in substructure/ Super Structure, including leveling up at specified levels with M-5 nominal mix ( max. size of stone aggregate : 20mm nominal ) concrete as per drawing and technical specification clauses 600, 700, 702, 704, 1202, 1204 and 1600, including cost of stones, through/ bond stones, loading/ unloading/ haulage of materials complete, | - | - | - | - |
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