Tender For Supplying, Installation And Making Over Of Overhead Water Storage Tanks For Spring Water Supply At Different Schools Under Gorubathan Block, Kalimpong District
Tender Value
58.53 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
15 days left
EMD
1.17 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kalimpong → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supplying, Installation And Making Over Of Overhead Water Storage Tanks For Spring Water Supply At Different Schools Under Gorubathan Block, Kalimpong District
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 2 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 3 | (II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor . (b) 1:4:8 proportion. |
| 4 | Stone set pavement with the joints set close in cement mortar(1:6) excluding the cost of stone sets but including the cost ofcarriage thereof within a lead of 150 m (ii) When laid with cement mortar (1:6) on the underside aswell (including cost thereof). (b) 125 mm thick pavement. |
| 5 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site In Road and Jhora Work |
| 6 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 7 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 8 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 9 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site In Road and Jhora Work |
| 10 | (II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor . (a) 1:3:6 proportion. |
| 11 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 12 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (ii) With 1:4 cement mortar . (b) 15 mm. thick plaster. |
| 13 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 14 | Stone set pavement with the joints set close in cement mortar(1:6) excluding the cost of stone sets but including the cost ofcarriage thereof within a lead of 150 m (ii) When laid with cement mortar (1:6) on the underside aswell (including cost thereof). (b) 125 mm thick pavement. |
| 15 | Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia)[PE-63]. 10 Kg/Sq/Cm.(Dia) Working Presssure). 25 mm. |
| 16 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including costs of jointing materials, paints etc.fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls of R.C. floor where necessary and mending goods all damages excluding the cost of masonry or concrete work, if necessary ,but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge.(Payment will be made on center line measurment of the total pipeline including specials.) . Above Ground . 25 mm dia. |
| 17 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I marking with fittings(tested to 21 kg per sq.cm.). (Note: Item (vii),(viii) and (ix) to be done as per specific direction of the Engineer-in-charge). 25 mm. |
| 18 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 19 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 20 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion. |
| 21 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. (b) River bazree. |
| 22 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 23 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. other than SAIL/TATA/RINL/JSW/JSPL/Shyam/SRMB/ISSL/BMASL/Electrosteel |
| 24 | (A) M.S. structural works with hollow in roof trusses with tubular sections (TATA make suare or rectangular shape conforming to IS: 806- 1957 & IS: 1161- 1958) connected to one another with bracket,gusset,cleats as per design, drawing & direction of Engineer-In-Charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS: 814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour required for execution and all incidental charges (such as electricity, labour insurance) etc. complete.(Payment to be made on the basis of calculated weight of structural members of M.S. Hollow section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with the weight of finished structural members. The rates are considered for a height of erection 8m./ 2nd. floor leves from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part therof. (ii) For other Structural works like galleries etc. 27.10 kg Mtr |
| 25 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 26 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary. (b) On steel or other metal surface: (1) With super gloss (hi-gloss). (iv) Two coats (with any shade except white). |
| 27 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 28 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 29 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion. |
| 30 | Brick work with 1st class brick i cement mortar (1:4). In foundation and Plinth |
| 31 | Brick work with 1st class brick i cement mortar (1:4). In Super structure, ground floor |
| 32 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. (b) River bazree. |
| 33 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 34 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. other than SAIL/TATA/RINL/JSW/JSPL/Shyam/SRMB/ISSL/BMASL/Electrosteel |
| 35 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (ii) With 1:4 cement mortar . (b) 15 mm. thick plaster. |
| 36 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 37 | Multiple band moulding (horizontal or vertical) made with 15 mm cement plaster (1:4) complete |
| 38 | Painting block letters or digits in Black Japan or any approved paint as per direction. Size above 4 cm and upto 5 cm. |
| 39 | Priming one coat to timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 40 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground Floor (Two coat) Normal Acrylic Emulsion |
| 41 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 42 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 43 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion. |
| 44 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. (b) River bazree. |
| 45 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. other than SAIL/TATA/RINL/JSW/JSPL/Shyam/SRMB/ISSL/BMASL/Electrosteel |
| 46 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 47 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (ii) With 1:4 cement mortar . (b) 15 mm. thick plaster. |
| 48 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 49 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site In Road and Jhora Work |
| 50 | Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia)[PE-63]. 10 Kg/Sq/Cm.(Dia) Working Presssure). 25 mm. |
| 51 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including costs of jointing materials, paints etc.fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls of R.C. floor where necessary and mending goods all damages excluding the cost of masonry or concrete work, if necessary ,but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge.(Payment will be made on center line measurment of the total pipeline including specials.) . Above Ground . 25 mm dia. |
| 52 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I marking with fittings(tested to 21 kg per sq.cm.). (Note: Item (vii),(viii) and (ix) to be done as per specific direction of the Engineer-in-charge). 25 mm. |
| 53 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 54 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 55 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion. |
| 56 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site In Road and Jhora Work |
| 57 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (ii) With 1:4 cement mortar . (b) 15 mm. thick plaster. |
| 58 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 59 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 60 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion. |
| 61 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site In Road and Jhora Work |
| 62 | Surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 63 | Clearing compound premises of shurbs, plants, jungles etc.by cutting and removing as directed (Specific permission ofEngineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared) |
| 64 | Spreading of Sludge Farm Yard Manure or/andgood Earth Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) |
| 65 | Planting and Maintaining of Permanent Hedges. Planting permanent hedges including digging of trenches Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure,supplied at the rate of 4.65 cum per 100 metre sand supplying and planting hedge plants at 30 cmapart. |
| 66 | GST @ 18% |
| 67 | Labour Cess @ 1 % including GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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