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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Found | |
| 2 | L2₹19.0 L+₹3.8 L (25.1%)Accepted-AOC VILL TALSARI P O KALLAR TEHSIL SADAR DISTT BILASPUR H P | L2 | Accepted-AOC second lowset found | |
| 3 | L3₹19.0 L+₹3.9 L (25.6%)Accepted-AOC | L3 | Accepted-AOC Highest found | |
| 4 | Not Admitted-Fee/PreQual/Technical R O HANUMANI BAG PO DHALPUR TEHSIL AND DISTRICT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | - | Not Admitted-Fee/PreQual/Technical Others-Not submitted physical offline documents | |
| 5 | Not Admitted-Fee/PreQual/Technical R O VILLAGE P O BAKRAS TEHSIL SHILLAI DISTT SIRMOUR HP | - | Not Admitted-Fee/PreQual/Technical Others-Non availablity |
| Sl No | Description | Qty | Unit | KARAM CHAND L2 | SANJEEV KUMAR GOVT CONT L1 | SUSHMA DEVI L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 31.5 | Cum | 500 ₹15,750 | 380 ₹11,970 Lowest | 510 ₹16,065 |
| 2.00 | 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 | 85.47 | cum | 300 ₹25,641 Lowest | 300 ₹25,641 Lowest | 300 ₹25,641 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Details of cost for 1 cum. | 6.65 | Cum | 6,000 ₹39,900 Lowest | 6,800 ₹45,220 | 6,000 ₹39,900 Lowest |
| 4.00 | 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 aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand) | 41.44 | Cum | 6,400 ₹2,65,216 Lowest | 6,500 ₹2,69,360 | 6,400 ₹2,65,216 Lowest |
| 5.00 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 0.9 | Cum | 1,400 ₹1,260 Lowest | 1,550 ₹1,395 | 1,400 ₹1,260 Lowest |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand) | 23.37 | Cum | 8,300 ₹1,93,971 | 7,800 ₹1,82,286 Lowest | 8,300 ₹1,93,971 |
| 7.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand) | 9.45 | Sqm | 1,020 ₹9,639 | 720 ₹6,804 Lowest | 1,020 ₹9,639 |
| 8.00Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. | ||||||
| 8.01 | a)Details of cost for footing size 2.7mx2.7mx1.00m Contact area = 10.8 sqm. | 7 | Sqm | 400 ₹2,800 Lowest | 520 ₹3,640 | 400 ₹2,800 Lowest |
| 8.02 | b)Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts Size of column 450x450mm and 2.5m high Area of contact = 4x0.45x2.5 = 4.5 sqm. | 19.08 | Sqm | 1,000 ₹19,080 | 610 ₹11,638.8 Lowest | 1,010 ₹19,270.8 |
Tender Value
Refer Docs
EMD Value
₹38,340
Closing Date
15 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Deputy Conservator of Forest
Lahaul Forest Division at Keylong District Lahaul and Spiti HP
Construction of Forest Guard Hut Shansha
2025_FD_123748_1
Construction of Forest Gaurd Hut Shansha. 3982-84 Dated 06.01.2026
Open Tender
Civil Works
Item Rate
90 days
Shansha, Lahaul
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
DFO Keylong
₹38,340
2 Feb 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
Amount
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
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 - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) Details of cost for 1 cum.
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 aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.
a)Details of cost for footing size 2.7mx2.7mx1.00m Contact area = 10.8 sqm.
b)Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts Size of column 450x450mm and 2.5m high Area of contact = 4x0.45x2.5 = 4.5 sqm.
c)Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
d)Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) 1:2:4 (1 cement : 2 coarse sand : 4 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 upto plinth level.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions each .
P/F C.I. Ventilating pipe 100mm dia, 1mtr high with C.I. cowl fixed atop.
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.63 mm thick with zinc coating not less than 275 gm/m²
Providing and fixing M.S. BP Sheet 1.66mm to 2.00 mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely)
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Coupler 75 mm
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). Details of cost for 1 hold fast
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 150x10 mm
Providing and fixing bright finished brass handles with screws etc. complete: 125 mm
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm
Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position :Sal wood
Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : Natural colour insulating board 12 mm thick
Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately) 18 mm thick Details of cost for 4 nos. 75x20cm shelves = 0.60 sqm.
Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge Details of cost for one shutter 2.20x1.00m = 2.20sqm
P/F Mortice Lock
20 mm cement plaster of mix : Cement mortar 1:3 (1 cement : 3 coarse sand) cement plaster on rough side of single or half brick wall of mix: Cement mortar 1:3 (1 cement : 3 coarse sand)
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture Detail of cost for 10 sqm
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. Detail of cost for 10 sqm
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer New work (two or more coats) over and including water thinnable priming coat with cement primer Detail of cost for 10 sqm
KARAM CHAND (BID ID -609147)
SUSHMA DEVI (BID ID -609310)
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