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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.6 LAccepted-AOC | ₹27.6 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹29.7 L+₹2.1 L (7.43%)Rejected-Finance | ₹29.7 L+₹2.1 L (7.43%) | L2 | Rejected-Finance not lowest bidder |
| 3 | L3₹32.4 L+₹4.8 L (17.3%)Rejected-Finance | ₹32.4 L+₹4.8 L (17.3%) | L3 | Rejected-Finance not lowest bidder |
| 4 | L4₹32.9 L+₹5.3 L (19.1%)Rejected-Finance | ₹32.9 L+₹5.3 L (19.1%) | L4 | Rejected-Finance not lowest bidder |
| 5 | L5₹33.6 L+₹6.0 L (21.6%)Rejected-Finance | ₹33.6 L+₹6.0 L (21.6%) | L5 | Rejected-Finance not lowest bidder |
| Sl No | Description | Qty | Unit | Bishing Enterprises | M/s Karbang Enterprise | Meet Point | Bapan Mitra | DUGBANG CONSTRUCTION AGENCY |
|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF TOURIST TRANSIT FACILITY PEMAJONG TREK | ||||||||
| 1.01 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 81.34 | cum | 2,44,020 ₹2,44,020 | 89,474 ₹89,474 | 2,44,020 ₹2,44,020 | 2,44,020 ₹2,44,020 | 20,335 ₹20,335 Lowest |
| 1.02 | Boulder with minum size of 300mm for pitching at the base | 3.46 | Cum | 51,900 ₹51,900 | 4,515.3 ₹5,328.05 | 51,900 ₹51,900 | 51,900 ₹51,900 | 2,422 ₹2,422 Lowest |
| 1.03 | Providing and laying in foundations and plinth cement concrete 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering. | 5.97 | Cum | 14,925 ₹14,925 Lowest | 25,671 ₹30,291.78 | 14,925 ₹14,925 Lowest | 14,925 ₹14,925 Lowest | 29,850 ₹29,850 |
| 1.04 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:(a) Foundations and plinth | 14.67 | cum | 1,15,834.32 ₹1,15,834.32 | 36,675 ₹43,276.5 Lowest | 1,15,834.32 ₹1,15,834.32 | 1,15,834.32 ₹1,15,834.32 | 73,350 ₹73,350 |
| 1.05 | Reinforcement of RCC work including bending, binding and placing in position complete. (b) Mild twisted bars. | 1,038.15 | Kg. | 5,70,982.5 ₹5,70,982.5 | 67,479.75 ₹79,626.11 | 6,22,890 ₹6,22,890 | 6,22,890 ₹6,22,890 | 72,670.5 ₹72,670.5 Lowest |
| 1.06 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : (a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size) | 4.8 | Cum | 37,689.6 ₹37,689.6 | 19,200 ₹22,656 Lowest | 37,689.6 ₹37,689.6 | 37,689.6 ₹37,689.6 | 24,000 ₹24,000 |
| 1.07 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. (a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size) | 5.91 | Cum | 30,826.56 ₹30,826.56 | 24,822 ₹29,289.96 Lowest | 30,826.56 ₹30,826.56 | 30,826.56 ₹30,826.56 | 29,550 ₹29,550 |
| 1.08 | Refilling excavated earth in flundation and plinth ewtc. In layer including ramming and watering etc, complete. | 32.4 | cum | 76,334.4 ₹76,334.4 | 51,840 ₹61,171.2 | 76,334.4 ₹76,334.4 | 76,334.4 ₹76,334.4 | 16,200 ₹16,200 Lowest |
| 1.09 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 16.2 | cum | 1,11,666.6 ₹1,11,666.6 | 55,890 ₹65,950.2 | 1,11,666.6 ₹1,11,666.6 | 1,11,666.6 ₹1,11,666.6 | 40,500 ₹40,500 Lowest |
Tender Value
Refer Docs
Closing Date
4 Jul 2025, 9:00 amClosed
Lt Col Oasis Kumar
4/1 GR Pin-910004 c/o 99 APO
Construction of Tourist Transit Facility Pemajong Trek at Bishing
2025_ARMY_712839_1
5815/SAD/85/25
Open Tender
Civil Works
Works
Bishing
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
13 Sept 2025
6 Jun 2025
5 Jul 2025
6 Jun 2025
4 Jul 2025
9 Jun 2025
CONSTRUCTION OF TOURIST TRANSIT FACILITY PEMAJONG TREK
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Boulder with minum size of 300mm for pitching at the base
Providing and laying in foundations and plinth cement concrete 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering.
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:(a) Foundations and plinth
Reinforcement of RCC work including bending, binding and placing in position complete. (b) Mild twisted bars.
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : (a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size)
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. (a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size)
Refilling excavated earth in flundation and plinth ewtc. In layer including ramming and watering etc, complete.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Centering and shuttering i/c strutting propping etc. and removal of form work for.(b) Columns,piillers and pires
Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand)for percast cement block masonary in super structure above plinth upto floor two level.
Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Steel work in single section i/c cutting hoisting, fixing in position & applying & priming coat of red lead paint.(a) In flats upto 10mm in thickness.
Providing & fixing M.S. Round holding down bolts with nuts and waher plates etc. complete.
Providing best available local wood (Class-B-II) work in frames of false Celling, Participation and Trusses etc. sawn and put up in position.
Providing approved best available local wood (Class-B-II) work in frames of doors, windows clere story windows & other frames, wrought framed & fixed in position.
Proveding and fixing 15cmx1.25cm size plank of approved local wood in weater bord walling with necessary fitings complete exciuding cost of frame work which shallbe paid for sepertely but including paying the planks and fixing the same inclined position so that the edge of the top plank up 50mm width.
Providing and fixing 20mm thick wooden Plank ceiling. B) Timber plank class B-1
Providing and fixing 44 mm thick best available local wood Class - B I (19 mm batten and 25 mm bracing) battened and braced doors and windows shutters including providing and fixing necessary bright finished or black enamelled T-hinges, butt hinges, sliding door bolts, tower bolts and handles with necessary bolts and nuts and screws complete.
White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
Providing and fixing M.S. sliding door bolts, bright finished or / & black enamelled with nuts and srews etc. complete. a) 250 x 16 mm
Providing & fixing M.S Tower bolts (Barrel type ) with necessary screw etc. complete (200 x 10 mm)
Providing & fixing M.S Tower bolts (Barrel type ) with necessary screw etc. complete. (150 x 10 mm)
Providing and fixing M. Handls with necessary screw com-plete. a) 100 mm.
Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a} 75mm thick
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.(a) Long Pan Pattern WC Pan
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). (a) 15 mm nominal bore
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (external work). (a) 25 mm nominal bore
Providing and fixing CP brass bib cock of approved quality conforming to IS : 8931 (a) 15 mm Nominal bore
Providing and fixing CP brass Shower Rose of approved quality conforming to IS : 8931 (a) 150 mm dia
Providing and fixing CP brass stop cock (concealed) of standard design and of approved make conforming to IS : 8931 (a) 15 mm Nominal bore
Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100 mm dia SW pipes with Accessories.
Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. (a) 100 mm dia SW pipes
Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
Construction of soak pit 2.50 m dia 3 m deep with 45x45 cm dry honeycomb shaft and SW drain pipe 100 mm dia and 1.80 m long complete as per standard design.
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. (a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
Providing corrrugated G.I. Sheet, roofing fixed with galvanised Iron 'J' or 'L' hooks, bolts & nuts 8 mm dia with bitumen and G.I. Limpet washers or with G.I. Limpet washers filled with white lead complete excluding the coat of purline, refters and truses. (a) 0.63 mm thick G.I. Shhet.
Providing ridges or hips 60 cm. over all in plain G.I. shhet fixed with galvanised iron 'J' or 'L' hooks bolts and nuts 8 mm dia G.I. limpet & Bitumens washers complete.
Providing and fixing 20mm thick wooden Plank ceiling. B) Timber plank class B-1
Providing & fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
Add for carriage of materials by mechanical transport
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