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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | L1 | Accepted-AOC Negotiated amount | |
| 2 | L2₹12.2 L+₹2,712.01 (0.22%)Rejected-Finance | L2 | Rejected-Finance Higher amount quoted | |
| 3 | L3₹13.6 L+₹1.4 L (11.9%)Rejected-Finance | L3 | Rejected-Finance Higher amount quoted | |
| 4 | L4₹13.7 L+₹1.5 L (12.1%)Rejected-Finance VILLAGE PO BAROHAKRI TEHSIL NIHRI DISTT MAND HP | MANDI | HIMACHAL PRADESH | 175001 | L4 | Rejected-Finance Higher amount quoted | |
| 5 | Not Admitted-Fee/PreQual/Technical V P O DARINI TEHSIL SHAHPUR HIMACHAL PRADESH 176206 | DARINI | KANGRA | HIMACHAL PRADESH | 176206 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.1 L
EMD Value
₹20,000
Closing Date
28 Jan 2020, 5:00 pmClosed
Divisional Forest Officer
Divisional Forest Officer Suket Forest Division Sundernagar
Construction of Forest Guard Hut at Jaral in Jhungi Forest Range
2020_FD_34287_1
10871A
Open Tender
Civil Works - Buildings
Item Rate
60 days
Jaral in Jhungi Forest Range
As per tender documents
9 documents required · 9 mandatory
₹500
DFO Suket Sundernagar
₹20,000
12 Feb 2020
23 Jan 2020
29 Jan 2020
23 Jan 2020
28 Jan 2020
23 Jan 2020
Amount
Site Development
Cutting in earth work and disposal of excavated earth upto a lead 20 mtr.
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Random rubble masionary / polygonal rubble masionary (uncoursed / brought to courses) with hard stones of approve quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand: 12graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1 cement : 6 sand)
C/o dry stone masonary with hard stone of approved quality i/c rough dressing of stone.
Stone filling behind retaining wall
Main Building
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Random rubble masionary / polygonal rubble masionary (uncoursed / brought to courses) with hard stones of approve quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand: 12graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1 cement : 6 sand)
Providing form work of ordinary timber/planking so as to give rough finish i/c centering shuttering. (seismic bond) on plinth and Lintel level.
R.C.C. work in 1:2:4 (1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) i/c curring complete but excluding the cost of form work and reinforcement .
Providing tor Mild steel/ tor steel reinforcement for R.C.C. work i/c bending binding and placing complete.
Brick work using common burnt clay building bricks with rat trap bond in super structure in cement mortar 1:6 (one cement : six sand) second class bricks, i) above plinth level upto floor two level .
Half brick masionary in cement mortar 1:4 in super structure i/c curing complete
Wood work in frames of doors, windows and clcresting windows and other frames wrought framed and fixed in position in its class Deodar wood.
Steel work welded in built up sections, trusses and frames work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.(In trusses and trussed pulins in buildings)
In beams joists, channels, angles, tee, flats with connection plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.
Providing and fixing 0.60 mm thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheet with top coat of reguler modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster 5 microns primer coating including fixing with prepainted iron J and L hooks, bolts & nuts 6 mm diameter with prepainted limpet and rubber wasshers complete with all accesories as required as per the direction of Engineer - in -charge.
Providing and fixing ridges or hips 60 cm. overall with 0.60 mm. thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheets with top coat of reguler modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer including fixing with screws prepainted iron J and L hooks, bolts and nuts 6 mm. dia meter and prepainted G.I. limpet and bitumen washers complete with all accesories as required as per the direction of Engineer - in - charge.
Providing and fixing valley 60 cm. overall 0.60 mm. thick prepainted steel sheetin roofing with hot dipped metallic zinc coated sheet with top coat of reguler modified polyster organic coating of back coat of polyster 5 microns over 5 microns primer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6 mm. dia meter with prepainted G.I. limpet and bitumen washers complete with all accesories as required as per the direction of Engineer - in -charge.
Providing and fixing M.S. BP sheet 1.66 mm to 2 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 instructions of Engineer - in -charge ( Base members of steel work shall be measured & paid separately)
providing and fixing plain asbestoes cement sheet ceiling of approved quality with but jointing and nail (frame work and cover fillets to be paid separately). 6 mm thick.
Excavation earth work and filling in 15 cm. layers in foundation and plinth i/c ramming, watering and consolidating upto a lewad of 20 mtrs. And lift upto 1.50 mtrs. (Pick Work)
Stone soling under floor properly hand packed and consoldiation by hand ramming complete
Providing form work of ordinary timber/planking so as to give rough finish i/c centering shuttering and propping etc. complete.
Providing tor Mild steel/ tor steel reinforcement for R.C.C. work i/c bending binding and placing complete.
RCC work in 1:2:4 (1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) i/c curring complete but excluding the cost of reinforcement and form work.
White glazed tiles 6 mm. thick in flooring, treads of steps and landing laid on bed on a bed of 12 mm thick cement mortar 1:3 (1 Cemet: 3 Sand ) finished with a flush pointing in white cement
White glazed tiles 6 mm. thick in skriting, risers of steps and dado 12 mm thick cement mortar 1:3 (1 Cemet: 3 Sand ) and joint with cement slurry
15 mm thick cement plaster 1:5 (Cement : sand in respective ratio in rough sides of brick stones / concrete walls for plastering upto floor two level finished even and smooth including scaffolding.
Providing and fixing M.S. grill of requires pattern in wooden frmaes of windows etc. plain grill.
Providing and fixing of pannelled glazed or pannelled glazed shutter for door and windows including black enamelled iron butt hinges with necessary screws 40 mm thick (1st class Deodar wood).
P/ F guage shutter using G.M.S. wire guage of I.S. guage designation 85 G. with wire of Dia. 0.56 mm for doors and windows including bright finish / black.
Providing and fixing anodized aluminium sliding doors bolts anodized colour and shade with bolts and nuts screws etc. complete. 300 x 16 mm
Providing and fixing Aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete. 200 x 10 mm.
Providing and fixing Aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete. 150 x 10mm.
Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete. 100 mm.
Providing and fixing 100 mm bright finished hard drawn hooks and eyes. 100 mm.
providing and fixing 100 mm bright finished brass floor door stopper with rubber cushion screws etc. to suit shutter thickness complete.
P/F MS but hinges with necessary screws
Distempering (Two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemepr primer of approved brand and manufacture after throughly brushing the surface free from mortar drooping and other foreign matter and also including preparing the surface even and sand papered smooth on walls. Priming two coat with distemper primer.
Applying priming coat over new wood and wood surfaces after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting ready mixed paint brushing with white lead for priming
Painting two caots (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stopping with white enamel paint.
Providing under layer for plinth protection of 75 mm thick (unconsolidated) bed of dry brick / stone aggregate 40 mm nominal size) wall rammed and consolidated and grouted with fine sand including preparation of ground.
Providing plinth protection 50 mm thick with cement concrete 1:3:6 (1 Cement : 3 Sand: 6 graded stone aggregate 20 mm nominal size)
Constructing coursed rubble hammer dressed "U" shape open surface drain with side wall 15 x 22 cm. in cement moratr 1:6 (1 Cement : 6 Sand) and inside plastering with cement mortar 1:3 (1 Cement : 3 sand) including earth work and laying 10 cm. cement concrete 1:5:10 (1 cement : 5 Sand : 10 graded stone aggregate 40 mm nominal size ) and 7.5 cm. cement concrete 1:2:4 ( 1 Cement : 2 Sand : 4 graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design.
Septic Tank
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Brick work using common burnt clay building bricks with rat trap bond in super structure in cement mortar 1:6 (one cement : six sand) second class bricks i) above plinth level upto floor two level .
15 mm thick Cement plaster 1:4 (cement :sand in respective ratio in rough sides of brick stones\concrete walls for plastering upto floor two level finished even and smooth including scaffolding .
Providing and laying cement concrete 1:2:4 (1Cement : 2 Sand : 4 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering
Providing form work of ordinary timber/planking so as to give rough finish i/c centering shuttering and propping etc. complete.
Mild steel reinforcement for RCC work i/c bending binding and placing in position complete.
RCC work in 1:2:4 (1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) i/c curring complete but excluding the cost of reinforcement and form work.
Boulder/brick pieces,gravel filling in soak pit.
MOHAN SINGH NEGI GOVT CONT.
Nageshwer Ram
Sudanshu Sood
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