Meghalaya Infrastructure Development Finance Corporation Tender
View complete overview of Meghalaya Meghalaya Infrastructure Development Finance Corporation Tender
Meghalaya Infrastructure Development Finance Corporation Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 20,28,000
Costs
EMD
₹ 40,560Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Permanent Restoration Of Mawmih Umlidoh Wss
Description
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Contact
Tender Id
2022_MIDFC_1203_1Bid Award Id
ViewTender No
CE/PHE/WB/CERC/2022-23/347Tender Authority
Meghalaya Infrastructure Development Finance Corporation ViewPurchaser Address
-Website
http://meghalayatenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and laying cement concrete in prop 1:3:6 corresponding M15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200mtrs (excluding shuttering reinforcement) complete.
31.57
-
-
Providing coursed random masonry in foundation and plinth with unsized stone in cement 1:6 including carriage of stones within 20meters filling in (thickness not exceeding 35cm).
16.5
-
-
Providing shuttering with dressed planks not less than 25mm thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed.
29.6
-
-
Extra for carriage of earth sand and stone aggregates stones beyond the initial lead of 200m including loading and unloading.
-
-
-
Stone: 25 Km
44.84
-
-
Sand: 50 Km
21.14
-
-
Estimate for the construction of Retaining Wall near Pump House to protect the soil erosion which damaged due to recent flash flood of Mawmih-Umlidoh WSS
-
-
-
Earthwork in excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils upto 30metres and all lifted. Hard shale or medium rock of the hardness of the building stone, laterite and the like.
33.84
-
-
Providing 100mm thick soling with approved quality of stones including local carriage of stone, including ramming, consolidation and filling the interstice with stone aggregate all complete.
15.81
-
-
Providing and laying cement concrete in prop 1:3:6 corresponding M15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200mtrs (excluding shuttering reinforcement) complete.
31.69
-
-
Providing coursed random masonry in foundation and plinth with unsized stone in cement 1:6 including carriage of stones within 20meters filling in (thickness not exceeding 35cm).
16.57
-
-
Providing shuttering with dressed planks not less than 25mm thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed.
29.72
-
-
Extra for carriage of earth sand and stone aggregates stones beyond the initial lead of 200m including loading and unloading.
-
-
-
Stone: 25 Km
45.02
-
-
Sand : 50 Km
21.22
-
-
Estimate for construction of Single Opening Hume Pipe Culvert along the Approach Road which damaged due to recent flash flood Group I of Mawmih-Umlidoh Water Supply.
-
-
-
Earthwork for excavation of foundation of structures upto 3m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material. By Manual Means: I. Ordinary Soil
59.14
-
-
Plain Cement Concrete M10 (1:3:6 nominal size) in levelling course below open foundation of head walls as per drawings and Technical Specification Clause 1109. (ii) Nominal mix 1:3:6 (hand mixing)
3.07
-
-
Bedding of Pipe. Type A (Concrete Cradle) Bedding (ii) Nominal Mix 1:2:4 (hand mixing)
1.11
-
-
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single Row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1106. B.1000mm dia
6.25
-
-
Stone masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clauses 1109. (A) In 1:4 cement mortar
27.82
-
-
Boulders filling with stones/boulders of 150-200mm size, 60cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200m is also included) complete as per Technical Specifications.
7.28
-
-
Backfilling in foundation trenches as per drawing and Technical Specification Clause 1108. I.Sand filling.
3.97
-
-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Technical Specification. In cement mortar 1:4
30.28
-
-
Loading and Unloading of RCC HP:
-
-
-
(i) Loading of RCC HP by mechanical means.
3
-
-
(iii) Unloading of RCC HP by manual means.
3
-
-
Haulage excluding Loading and Unloading:
-
-
-
Case I Surfaced Road. ii) Haulage of HP: Total lead : 54 Km
3
-
-
ii) Haulage of HP: Total lead : 1 Km
3
-
-
Loading and Unloading:
-
-
-
i) Loading Aggregates, Stone Boulder.
43.31
-
-
ii) Loading of Sand.
12.17
-
-
iii) Unloading of Aggregates, Stone Boulder.
43.31
-
-
iv) Unloading of Sand.
12.17
-
-
Haulage excluding loading and unloading:
-
-
-
Distance = 25 Km
103.94
-
-
Distance = 50 Km
22.39
-
-
Estimate for construction of Single Opening Hume Pipe Culvert along the Approach Road which damaged due to recent flash flood Group II of Mawmih-Umlidoh Water Supply.
-
-
-
Earthwork for excavation of foundation of structures upto 3m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material. By Manual Means: I. Ordinary Soil
59.14
-
-
Plain Cement Concrete M10 (1:3:6 nominal size) in levelling course below open foundation of head walls as per drawings and Technical Specification Clause 1109. (ii) Nominal mix 1:3:6 (hand mixing)
3.07
-
-
Bedding of Pipe Type A (Concrete Cradle) Bedding. (ii) Nominal Mix 1:2:4 (hand mixing)
1.11
-
-
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single Row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1106. B.1000mm dia
6.25
-
-
Stone masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clauses 1109. (A) In 1:4 cement mortar
27.82
-
-
Boulders filling with stones/boulders of 150-200mm size, 60cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200m is also included) complete as per Technical Specifications.
7.28
-
-
Backfilling in foundation trenches as per drawing and Technical Specification Clause 1108. I.Sand filling.
3.97
-
-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Technical Specification. In cement mortar 1:4
30.28
-
-
Loading and Unloading of RCC HP:
-
-
-
(i) Loading of RCC HP by mechanical means.
3
-
-
(iii) Unloading of RCC HP by manual means.
3
-
-
Haulage excluding Loading and Unloading:
-
-
-
Case I Surfaced Road. ii) Haulage of HP: Total lead = 54 Km
3
-
-
Case II Unsurfaced Gravel Road. ii) Haulage of HP: Total lead = 1 Km
3
-
-
Loading and Unloading:
-
-
-
i) Loading Aggregates, Stone Boulder.
43.31
-
-
ii) Loading of Sand.
12.17
-
-
iii) Unloading of Aggregates, Stone Boulder.
43.31
-
-
iv) Unloading of Sand.
12.17
-
-
Haulage excluding loading and unloading:
-
-
-
Distance = 25Km i) Haulage of Aggregates, Stone Boulder.
103.94
-
-
Distance = 50 Km i) Haulage of Sand
22.39
-
-
Evaluation Notes How It Works ?
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