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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance OK |
| 2 | L2₹1.5 L+₹5,300 (3.68%)Accepted-Finance | ₹1.5 L+₹5,300 (3.68%) | L2 | Accepted-Finance OK |
Tender Value
Refer Docs
Closing Date
29 Apr 2025, 4:00 pmClosed
Executive Engineer, Civil Division-II PDC Choglams
Executive Engineer, Civil Division-II PDC Choglamsar Leh
Repair and periodic maintenance works at various spots of SHEP 3MW Igo Mercellong Power Project from headwork to tailrace channel, Leh
2025_PDNRE_16059_1
NIT-01-CD-II/PDC/L/2025-26
Open Tender
Civil Works - Others
Item Rate
330 days
Mercellong
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Payable To Pay and Accounts Officer PDC Leh
Exempted
2 May 2025
29 Apr 2025
30 Apr 2025
29 Apr 2025
29 Apr 2025
29 Apr 2025
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in Charge: a) All kinds of soils
Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. a) All kinds of soils
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) All kinds of soils
Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soils
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soils
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. a) All kinds of soils
Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) a) Dry
c) Shingle clerance from canals
Slip clerance in soils, mixed with moorum, kankar/shingle/boulders disposal lead upto 50m and lift upto 1.5m
Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone
Dry stone pitching (any thickness) excluding cost of stones.
Hand-packing stones in wire-crates; excluding cost of stones and wire crate
Dumping stone excluding cost of stones.
Soling stone supply for packing in wire crates
Grouting of stone pitching using M10 nominal mic concrete (max size of aggregate, 20mm nominal @ 6.00 cum per 100 sq m on horizontal/side slopes, complete including curing (crushed)
Opening out old wire crates those and re-binding after filling
Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand
Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal) in beds : Crushed
Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal) in slopes upto a height of 3.5 m above bed : Crushed
Filling expansion joints (12mm wide) with special Impervious hot-pour
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) Crushed
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Crushed
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) Crushed
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) Crushed
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Crushed
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed
Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing an reinforcement with. a ) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically treated bars
Centering and shuttering including strutting, propping etc. and removal of form work for: a) Foundations, footings, bases for columns etc for mass concrete
b) Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
c) Columns, piers, abutments, pillars, posts and struts
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer incharge: a) 1:3:6 or richer mix
b) 1:4:8 or leaner mix
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Demolishing R.B work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: in cement mortar
Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing. a) 1:1½:3(1 cement :1½ coarse sand :3 graded stone aggregate 20 mm nominal size)
Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete a) 1:1½:3(1 cement :1½ coarse sand :3 graded stone aggregate 20 mm nominal size)
b) 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size)
c) 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: a) Cement mortar 1:6 (1 Cement : 6 coarse sand)
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand)
Dry random rubble masonry with hard stone in foundation and plinth: a) With bond stone
Without bond stone
Rates for external plaster are for height upto 10m from ground level unless otherwise stated. CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: a) 1 : 4 ( 1 cement : 4 fine sand)
b) 1 : 6 ( 1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix. a) 1 : 4 ( 1 cement : 4 fine sand)
b) 1 : 6 ( 1 cement : 6 fine sand)
20mm Cement plaster of mix: a) 1 : 4 ( 1 cement : 4 fine sand)
1 : 6 ( 1 cement : 6 fine sand)
CEMENT PLASTER (IN COARSE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
1 : 6 ( 1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 4 ( 1 cement : 4 fine sand)
1 : 6 ( 1 cement : 6 fine sand)
20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
1 : 6 ( 1 cement : 6 fine sand)
Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement a) 12 mm cement plaster
b) 20 mm cement plaster
15mm Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall
Costs of supply of wire crates LMR
Carriage of material from sources to site of work by MT for 2 Km a) cement/steel
Carriage of material from sources to site of work by MT for 2 Km a) cement/steel
Carriage of material from sources to site of work by MT for 2 Km a) cement/steel
M/S RINCHEN WANGCHUK GOVT CONTRACTOR (BID ID -155566)
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