Housing Urban and Rular Development Government Departments Closing in 0 days TDR #50156851

Tender For Construction Of Office And Residential Quarters Of Bip At Ravangla Under Namchi District, Sikkim.

Issued by Government Departments · South District, Sikkim
Tender Value
3.67 Crore
Estimated cost
Bid Submission
12 Aug 2025
0 days left
EMD
9.19 Lakhs
Bank guarantee accepted
Document Fee
1 Lakhs
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
South District → Sikkim
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Office And Residential Quarters Of Bip At Ravangla Under Namchi District, Sikkim.

BOQ

Name of Work: Construction of Office and Residential Quarters of BIP at Ravangla under Namchi District.
Sl. No. Item Description
1BUILDING WORKS
2Excavation work 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 soils as directed, within a lead of 50m.
3Providing and laying hand packed stone soling in building works with clean hard selected stones all complete.
4Providing & Layingin position cement concrete of 1 : 2 : 4(1 cement, 2 coarse sand, 4 graded stone aggregate of 20 mm and down size) including compacting curing etc. all complete.
5Providing and Laying damp proof course 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean course sand, 4 graded stone aggregate 12.5 mm nominal size) with Recron 3S of fiber length6 or 12 mm (125 gm of recron 3S per a bag of cement) as per the direction in Engineer in Charge.
6Filling inside plinth in building works with 23 cm layers, consolidated to 15cm including watering, ramming etc. all complete.
7Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction ofEngineer in Charge.
8Providing and Laying in position 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge) of reinforced cement concrete excluding the cost of form work, finishing and reinforcements.
9Supplying, bending and placing in position ofTor steelreinforcement in all R.C.C works i/c cost of binding wires all complete.
10Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)
11Foundation Base
12Square Columns
13Beam,lintels,girders,brersumers and cantilevers.
14Floor slab, roof slab, landing, balcony and access platform
15Providing and laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar ( 1 cement and 4 coarse sand ) including carriage of bricks upto work site and curing etc. all complete.
16Providing and Laying 20mm thick cement plaster of specified mix with Recorn 3S having a fiber lengthof4.8 mm ( 100 gm / bag of cement) in single coat including finishing even and smooth and curing etc all complete . 1:3 mix
17Providing and Laying white or colored glazed vitrified tiles of classic colour or equivalent in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.
18Providing and Laying white or colored glazed tilesanti skid ( elegant, cashmere, Egyptian rustic, celebrity, lara etc or equivalent) of glossy series or celebrity, elegant or equivalentin flooring, treads of steps landing etc of size 300mm x 300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.
19Providing and Laying flooring with granite marble stone slabs 20mm thick granite stone slabs flooring of size not less than 1.0 sqm of20mm thick laidover 20mm(average)1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete.
20Providing and Laying white orcolored or ceramicglazed tiles of size 200mm x 300mm Special colour (black, burgandy, pink, midnight blue, alpine blue or equavalent) in skirting , risers of steps and Dados on 12 mm thick cement plaster(1cement, 3coarse sand) finished with flush pointing with white cement slurry.
21Supplying, fabricating, fitting and fixing steel tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washer etc as per the standard specification and design and direction of Engineer - in- Chargeall complete.
22Providing, fitting, fixing of 24 BWG Pre-painted HULASsheet roofing with lapping of 150mm (two corrugation)with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including carriage all complete
23Providing, fitting and fixing 200mm x 25mm eaves board in dressed sal timber with 50mmx25mm beads in the same timber.
24Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Pre-painted HULASSheet fixed with G.I, J or L hooks bolts and nuts 8mm dia Limpets, Bitumen washers complete.
25Providing & fixing 15cm wide 45cm overall semicircular prepainted (HULLAS) sheet (Class I) gutter with iron brackets 40x3mm size, boltsfilled with epoxy in each bolts, nuts (8 to 10 gm per bolt), washers etc including making, connection with rain water pipes.
26Providing / Fitting / Fixing Gypsum board ceiling having composite thickness of 67mm consisting of frames and double skin 8.5mm thick glass reinforced gypsum (GRG)board manufactured by spray suction technique with high strength plaster of paris confirming to IS 8272 i/c providing and fixing frame works made of special section power pressed MS sheet and galvanized with Zinc coating of grade 175and consisting of floor and ceiling channel 50mm wide having equal flanges of 32mm width 0.50 m thick fixed to floor/ceiling at spacing 610 mm centre to centre by 6mm dia. bolts and nuts to both ends of ceiling (hang on truss)/ partition fixed on wall with rawl plugs) at the spacing of 450mm c/c and fixing of GRG boards to either frame work by 20mm long drive screws on studs, floors, ceiling channel spacing of 300mm c/c i/, join paper tapes i/c two coats of primer suitable for GRG board as per manufacture specification
27Providing and installation of wall panelling made of Timber (Pinewood or equivalent)panel (Tongue and Groove panelling) withminimum size of 127 x 12 mm with Furring Strips as framework system with provision of wainscotting at the top and skirting and base shoe at the bottom with necessary nails, screw ,etc including varnishing on the finished surface all completeas per drawing and direction of the Engineer in-charge.
28Providing/ fitting/ fixing of dressed sal timber in all types of frames complete.
29Providing, fitting and fixing water proof flush door shutters, solid block hard core construction with frame of 1st class hard timber with well matched 3mm teak ply decorative type on one faces of the shutters including hinges with screws complete.
30Providing and applying priming coat with ready mixed pink on timber work including preparation of the surface by thoroughly cleaning and sand papering etc complete.
31Providing and painting with ready mixedpaint of approved quality and shade with two or more coats to give an even and smooth shade including clearing the surface complete on new surface.
32Providing and laying plaster of paris putty of 2mm thick over plastered surface to prepare the surface even and smooth all complete:
33Providing and Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade including brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on New surface.
34Providing and painting with ready mixedpaint of approved quality and shade with two or more coats to give an even and smooth shade including clearing the surface complete on new surface.
35Providing box drain of 60 cm (ht) x 45 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm (hill side) and 30 cm (road side) with1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones, complete as per the direction of theEngineer-in-Charge.
36Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately).
37Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glass pane glazing beadof appropriate dimension. (Area of window upto 0.75 sqm.)
38Providing and fixing M.S grills in timber frames of windows with M.S flats with nuts, bolts, and smooth finishing of welded joints/surface with Grills weighing8.00Kg/sqm as per the direction of Engineer - in- Chargeall complete
39Providing & fixing brass bright finished butt hinges with necessary screws etc. complete.
40Providing and fixing tower bolts 300x10mm (Barrel type) with necessary screws etc complete.
41Providing, fitting and fixing sliding door bolts with nuts and screws etc. complete.
42Providing, fitting & fixing Handles 125 mm size with necessary screws etc. complete.
43Providing and Fixing Hydraulic door closer with accessories and screws complete.
44Throwing of spoil within 15 km radius
45Provision for stone clading
46Providing and Laying Chequerstiles in on flooring over 12mm thick cement plaster (1cement, 3coarsed sand) 1:3 bare and jointed with white cement slurry.
47Cost of Haulage Excluding Loading and Unloading of stock material within a radius of 50 km by mechanical means all complete.
48Head load of stock materials for a distance beyond30 m and within 100m distance.
49Cost of Haulage Excluding Loading and Unloading of sand within a radius of 50 km by mechanical means all complete.
50Surfaced Road
51Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
52Cost of Haulage Excluding Loading and Unloading of stone within a radius of 40 km by mechanical means all complete.
53Surfaced Road
54Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
55Cost of Haulage Excluding Loading and Unloading of stone chips within a radius of 50 km by mechanical means all complete.
56Surfaced Road
57Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
58Loading and Unloading of Cement or Steel by Manual Means and Stacking.
59Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum.
60Head load of non-stock materials for a distance beyond 30 m and within 100 m distance
61PROTECTIVE WORK
62Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the pheriphery of the area cleared.
63Earthwork in excavation in foundation trenches by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters.
64Providing and laying hand packed stone soling in building works with clean hard selected stones all complete.
65Providing & Layingin position cement concrete of 1:3:6 mix, with clean hard selected stone aggregates including compacting curing etc. all complete.
66Providing & LayingPlum concrete in 1:2:4 c.c. with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete as per the direction of engineer-in-charge.
67Providing and laying hand packed stone filling in building worksall complete.
68Providing box drain of 60 cm (ht) x 45 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm (hill side) and 30 cm (road side) with1:3:6 (20mm & down)
69Providing, fitting and fixing soil, waste and vent pipes including testing etc complete. Pipes for weep holes and connecting drainline. 100 mm dia. PRINCE / SUPREME or equivalent soil pipe
70Carriage of stock materials excluding the cost of loading and unloading etc all complete.
71For surfaced road
72Loading / Unloading of stock materials.
73Head load of stock materials beyond 30m but within 100m.
74Carriage of Sand
75Stone
76Stone chips:
77For surfaced road
78Loading / Unloading of non stock materials.
79Head load for non stock materials beyond 30m but within 100m.
80SEPTIC TANK SOAK PIT CHAMBER
81Earth 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.
82Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual means)
83Providing and Laying in position cement concrete of 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size) including compacting curing etc all complete.
84Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)
85wall
86slab
87P/L in position 1:2:4 reinforced cement concrete excluding the cost of the form work finishing and reinforcement.
88Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete.
89Providing and Laying first class brick work in one brick thick in superstructure of standard size bricks with 1:5 cement mortaras per the direction of Engineer in charge.
90Providing and Laying 12mm thick cement plaster of 1:4 in single coat including finishing even and smooth and curing complete.
91Providing Fitting Fixing of soil vent pipes including testing etc all complete. 100mm dia soil pipe
92fittings extra 20%
93Carriage ofStock materials within50 km distance
94for surfaced road
95Loading & Unloading of stock materials.
96Head load of stock materials
97Carriage of Non Stock materials within50km distance
98for surfaced road
99Loading & Unloading of non-stock materials.
100Head load of non-stock materials
101Stone
102for surfaced road
103Loading & Unloading of non-stock materials.
104Head load of non-stock materials
105Stone chips
106for surfaced road
107Loading & Unloading of non-stock materials.
108Head load of non-stock materials
109INTER WATER SUPPLY AND SANITATION
110Providing fitting fixing white vitreous china water closet squatting pan (European type)water closet W.C. pan with seat and lid, with C.P. Brass hinges, 10 ltr low level cistern with fittings and brackets.
111Providing fitting fixing white vitreous china water closet squatting pan (European type)water closet W.C. pan with seat and lid, with C.P. Brass hinges, 10 ltr low level cistern with fittings and brackets.40mm flush bend, 20mm overflow pipe
112Providing fitting fixing white vitreous china flat back or wall corner type lipped front urinal basin of size 440x 315x325mm with 5 ltr automatic flusing system.
113Providing fitting fixing white vitreous china wash flat back basin with CI Brackets, painted, 15mm CP brass pillar taps, cp brass chain with rubber plug etc. HINDWARE WASH basin 63x45cm
114P/F stain less steel sink with CI brackets, CP brass chain with rubber plug 40mm CP brass waste, CP brass tap etc complete i.e. the fittings, cuttings and making good the wall wherever required.
115Providing, fitting and fixing beveled gauge mirror of superior glass with 6mm A.C. Sheets ground and fixed to timber cleats with CP screws, washer etc.
116Providing, fittingchromium plated toilet paper holder including the making holes and fixed to timber cleats etc.
117Providing, fittingand fixing of chromium plated soap dish with necessary screw etc all complete.
118Providing, fittingand fixing soil, waste and vent pipes including, testing etc complete. 100mm dia prince/ supreme
119Providing and placing on terrace high density polyethylene water storage tank with man hole lid suitable locking arranagement etc. 2000 ltrs capacity
120Providing fitting and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, i.e. fixing the pipe with clamps at 1m spacing. Etc. 15mm nominal outer dia pipes.
121fittings
122Providing, fittingand fixing of chromium plated fittings of approved quality
123bib cock
124pillar cock
125angular stop cock
126shower rose with arm
127basin mixture
128ball valve with plastic floats
129Providing, fittingand fixing of Gyeser25 litres
130EXTERNAL WATER SUPPLY
131Supply of GI Pipes and Fittings:
13225 mm dia GI pipes (Medium duty):-
13325 mm dia GI socket:-
13425 mm dia GI union:-
13525 mm dia GI elbow:-
13625 mm dia GI short piece (length 80mm to 150mm):-
13725 mm dia GI gate valve:-
138Laying / Fitting and Fixing of GI Pipelines:
139Laying / fitting and fixing of 25 mm dia GI pipes (Medium duty) as per the specific design and the directions of the Engineer - Incharge.
140Earthwork in excavation by mechanical means / manual means in foundation trenches not exceeding 1.5m in width or 10sqm on plan within a lead of 50m etc all complete.( All kinds of soil).
14125mm dia GI Pipes:4800 x 0.30 x 0.20 = 288 cum
142SITE LEVELING/PARKING AREA/APPROACH ROAD
143A) PAVEMENT WORK
144Scarifying Existing Granular Surface to a depth of 50mm by manual means and disposal of scarified material within all leads & Lifts.
145Preparation and surface treatment of formation. Removing mud and slurry, watering to the extent needed to maintain the desired moisture content and rolling with 8-10 tonne roller.( Clause 3.26)
146Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
147Granular Sub-base with Close Graded Material
148By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
149Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)(By Manual Means)
150Grading-IIUsing Screening Type-A (13.2mm Agg.)
151Grading-III Using Screening Type-B (11.2mm Agg.)
152BITUMINOUS WORKS
153Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
154High Porosity
155Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
156Granular SurfaceTreated with Primer
157Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
158for Grading-II (19 mm nominal size)
159Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
160Case-I Using Bitumen 60/70 grade
161for Grading-II(10 mm nominal size)
162Cost of Haulage for Stock materials Excluding Loading and Unloading
163Carriage on Surface road
164Loading & Unloading
165Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
166Stone Chips
167Surface road
168Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
169Loading & Unloading
170Stone
171Surface road
172Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
173Loading & Unloading
174Cost of Haulage for Stock materials Excluding Loading and Unloading
175Surface road
176Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
177Loading & Unloading
178B) CROSS DRAIN
179Earthwork in excavation in all kinds of soils in foundation trenches including dressing of all sides, watering and ramming including disposal of excavated earth up to 30m lead and lift up to 1.5m, disposed earth to be leveled and neatly dressed as per the direction of Engineer - in - charge all complete.
180Providing and laying hand packed stone solingwith clean hard selected stones, all complete.
181Providing and Laying in position cement concrete of 1:2:4 mix including compacting curing etc all complete.
182Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction ofEngineer in Charge.
183Providing and Laying in position 1:1.5:3 reinforced cement concrete excluding the cost of form work, finishing and reinforcements i/c compacting ,curing etc. all complete.
184Providing, fixing & removing form work for casting R.C.C items all complete:
185Slab
186Beam
187Supplying, bending and placing in position tor steel reinforcement i/c straightening, cutting, bendingin all R.C.C works including cost of binding wires, all complete.
188Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.
189a)Filling with available earth
190b) Stone Filling
191Carriages of Stock Materials
192Carriage on surface road
193Loading & Unloading
194Carriages of Sand;
195Carriage on surface road
196Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
197Loading & Unloading
198carriages of Stones:
199Carriage on surface road
200Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
201Loading & Unloading
202carriages of Stone Chips:
203Carriage on surface road
204Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
205Loading & Unloading
206C) LONGITUDINAL DRAIN
207Providing box drain of 60 cm (ht) x 45 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm (hill side) and 30 cm (road side) with1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones, complete as per the direction of theEngineer-in-Charge
208Cost of Haulage for Stock materials Excluding Loading and Unloading
209Carriage on Surface road
210Loading & Unloading
211Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
212Carriage on Surface road
213Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
214Loading & Unloading
215Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
216Carriage on Surface road
217Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
218Loading & Unloading
219Stone
220Carriage on Surface road
221Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
222Loading & Unloading
223D) APPROACH ROAD AND PARKING
224Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains ( exceeding 30cm depth,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.
225Earth 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 kinds of soil.
226Providing and laying hand packed stone soling in building works with clean hard selected stones all complete.
227Providing and Laying in position cement concrete of specified grade including compacting curing etc with 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size)
228Providing and laying. coarse Rubble Stone Masonry with hammer dressed clean hard selected stone in 1:3:6c.c. (1 cement, 3 sand, 8 clean hard graded stone ships of size 40mm) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down)and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.
229Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation etc., all complete.
230a)Earth Filling
231b) Stone Filling
232Throwing of spoil within 15 km radius
233Cost of Haulage Excluding Loading and Unloading of stock material within 50km all complete.
234Head load of stock materials for a distance beyond30 m and within 100m distance.
235Cost of Haulage Excluding Loading and Unloading of Sand within 50 km all complete.
236Surfaced Road
237Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
238Cost of Haulage Excluding Loading and Unloading of Stone chips within 50 km all complete.
239Surfaced Road
240Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
241Cost of Haulage Excluding Loading and Unloading of Stone within 50 km all complete.
242Surfaced Road
243Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.
244Loading and Unloading of Cement or Steel by Manual Means and Stacking.
245Loading and Unloading of Stone Boulder/ Stone/ aggregates/ Sand/ Kanker/ Moorum.
246Head load of stock materials for a distance beyond30 m and within 100m distance.
247BOUNDARY FENCING
248Manpower engaged for jungle clearance, hill cutting, site levelling, collection of the spoils, debris and unwanted materials at a proper place and later throwing away of the same from the construction site all complete.
249Mason I:
250Labours:
251Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil etc.
252Providing and laying hand packed stone soling in building works with clean hard selected stones all complete.(Manual means).
253Providing & Layingin position cement concrete of 1:2:4mix, 20 mm down stone aggregate including compacting curing etc. all complete.
254Providing and Laying first class brickwork in half brick thick in superstructure of standard size bricks with 1:4 cement mortar mixed with Recron 3s of fiber length 4.8mm as per the direction of engineer in charge.
255Providing and laying in position 1:1.5:3 mix reinforced cement concrete excluding the cost of form work, finishing & reinforcements but including curing etc. all complete.
256Providing, fixing and removing form work for casting R.C.C items as indicated below: (with locally available timber)
257Columns:
258Tie Beams:
259Supplying, bending and placing in position oftor steelreinforcement in all R.C.C works i/c cost of binding wires all complete.
260Providing and laying 15 mm thick cement plaster of 1:3 mix in single coat including finishing even & smooth and curing etc. all complete.
261Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHERSHIELD to give an even shade all complete.
262Supply of MS Angle ISA 60X60X6 @ 5.4 kg/m for vertical post atop the plum wall in 1:2:4 mix all complete.
263Supply of barbed wire of standard specification for boundary fencing all complete.
264Provision for labour component for fitting and fixing of MS angles and Barbed wires atop the plum concrete wall all complete.
265Carriage of stock materials all complete.
266For surfaced road
267Loading / Unloading of stock materials.
268Head load of stock materials upto 100 meters.
269Carriage of non stock materials.
270For surfaced road
271Loading / Unloading of non stock materials.
272Head load for sand upto 100 meters.
273Stone
274For surfaced road
275Loading / Unloading of non stock materials.
276Head load for stone upto 100 meters.
277Stone chips:
278For surfaced road
279Loading / Unloading of non stock materials.
280Head load for stone chips upto 100meters.
281FIRE FIGHTING (AT PAR)
282INTERNAL ELECTRIFICATION (AT PAR)

AI Tender Summary

OUR REF NO 50156851
AUTHORITY Government Departments
TENDER VALUE 3.67 Crore
LAST DATE 12-08-2025
Authority
Authority Name Building and Housing Department
Work Description Construction Of Office And Residential Quarters Of Bip At Ravangla Under Namchi District, Sikkim.
Basic Detail
Tender No 67/GOS/BLDGS/AE/Rabong/P/11
Bidding Type Tender
Location
City South District
State Sikkim
Key Dates
Publish Date 14 Jul 2025
Submission Date 12 Aug 2025
Open Date 14 Aug 2025
Finance
Tender Value 3.67 Crore
Tender Fee 1 Lakhs
EMD 9.19 Lakhs
Exemption Not Available
Document List
Tendernotice_1.pdf
a16c98cb-1f89-4719-b807-8bd27733da27.html
BOQ_903.xls
TenderDocumentRabong.pdf

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Tender Timeline

Jul 14, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 12, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 14, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

a16c98cb-1f89-4719-b807-8bd27733da27.html

xls

BOQ_903.xls

pdf

TenderDocumentRabong.pdf

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