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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | L1 | Accepted-Finance Lowest | |
| 2 | L2₹7.0 L+₹0.07 (<0.01%)Rejected-Finance S O SH PURAN CHAND VILLAGE BAI NAL P O KAMAND SUB TEHSIL KATAULA DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | L2 | Rejected-Finance Highest | |
| 3 | L3₹7.0 L+₹0.15 (<0.01%)Rejected-Finance | L3 | Rejected-Finance Highest | |
| 4 | L3₹7.0 L+₹0.15 (<0.01%)Rejected-Finance | L3 | Rejected-Finance Highest | |
| 5 | L4₹7.0 L+₹0.37 (<0.01%)Rejected-Finance VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L4 | Rejected-Finance Highest |
Tender Value
₹10.0 L
EMD Value
₹29,884
Closing Date
2 Mar 2023, 5:00 pmClosed
DFO Karsog
DFO Karsog
Development and maintenance (infrastructures) of Mehandi Nursery in Mehandi Beat, Mamail Block of Karsog Forest Range under Karsog Forest Division during 2022-23
2023_FD_69468_1
8480 DT 21/02/2023
Open Tender
Repair and Maintenance Services
Item Wise
20 days
karsog
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
DFO Karsog
₹29,884
4 Mar 2023
23 Feb 2023
3 Mar 2023
24 Feb 2023
2 Mar 2023
24 Feb 2023
Amount
C/o Retaining wall and Inter link chain fencing)
Earth work in excavation by mechanical means (Hydraulic excavator)/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.All kind of soil.
Earth work in excavation by mechanical means (Hydraulic excavator) / 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. all kind of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering:1:3:6 (1 Cement : 3 Sand) : 6 graded stone aggregate 20 mm nominal size
Dry stone masonry (uncoursed/brought to course) with hard stone of approved quality in foundation and plinth, breast walls, retaining walls, parapet walls and abutment of culverts etc. i/c dressing of stones.
Steel work in singal section i/c cutting, hosting, fixing in position and applying a priming coat of red led paint primer.
Providing and fixing woven plains G.I wire fencing of mesh 50 mm to 150 mm to any type of standard rails, strainging bolts etc. including provision of binding wire, staples etc.
C/O GATE
Earth work in excavation by mechanical means (Hydraulic excavator) / 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. ALL KIND OF SOIL
Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level.1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggrigate 25 mm nominal size) up to plinth level with:-Cement mortar 1:6 (1 cement : 6 coarse sand).
Coursed rubble masonry coursed with hard stone of approved quality in superstructure above plinth level and up to floor five level.Cement mortar 1:6 (1 cement : 6 coarse sand).Square and rectangular pillar
Cement concrete work 1:2:4 in pillar block & top of pillars. 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
Structural steel work in single section, fixed with or without connecting plate, including cutting , hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
c/o circular water storage tank
Earth work in excavation by mechanical means (Hydraulic excavator)/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.All kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Ordinary rock.
Dry stone pitching 22.50 cm thick including supply of stones and preparing surface complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level.1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size
Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Extra for shuttering in circular work (20% of respective centering and shuttering items)Circular or curved in plan.
Edges of slabs and breaks in floors and walls Under 20cm wide.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and superstructure.Mild steel and medium tensile steel bars.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
6 mm thick cement plaster in ceiling of mix:-In CM 1:3 (1 cement:3 fine sand).
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia nominal bore (Inlet).
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore(Outlet pipe).
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.65 mm dia nominal bore for cleaning of tank.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm dia nominal bore(Outlet pipe).
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm dia nominal bore for cleaning of tank.
Nursery sign bord
DUNI CHAND
RATAN SINGH
CHHABE RAM
KRISHAN LAL
TOMAL KUMAR
RAMESH KUMAR
DESH RAJ
DIWAN CHAND
HIRA SINGH GOVT CONT
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