Tender For Arrangement Of Drinking Water With Hand Washing Unit At Dhumchipara Church Line Primary School Xiii. Id No. 109613715
Tender Value
1.10 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
2 days left
EMD
2215
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Arrangement Of Drinking Water With Hand Washing Unit At Dhumchipara Church Line Primary School Xiii. Id No. 109613715
BOQ
| Sl. No. | Item Description |
| 1 | Arrangement of Drinking Water With Hand washing Unit At Dhumchipara Church Line Primary School XIII. ID No. 109613715 Please Enable Macros to View BoQ information Arrangement of Drinking Water With Hand washing Unit At Dhumchipara Church Line Primary School XIII. ID No. 109613715 part no. fund : - 15th FC/2025-27 Mouza - DHUMCHIPARA TG Estimate prepaired as per PWD (Bldg) schedule of rates 2021 Item No. Description of Item Quantity Rate Unit Amount Member Number Breadth Height PWD(WB), BUILDING WORKS, Page-1, Item-2(a) |
| 2 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm. Column 2.0 x 1.2 x 1.2 x 1.2 = 3.46 Cum. Total 3.46 Cu.M 12047.0 /%m3 416.83 PWD(WB), BUILDING WORKS, Page-1, Item-3 |
| 3 | Earthwork infilling in foundation trenches or plinth with good earth in layers not exceeding 150 m. Including watering, ramming etc. Layer by layer complete a ) By excaveted earth. 1/5th of excaveted earth 1.0 x 0.2 x 3.46 m3 = 0.69 Cu.M Total 0.69 Cu.M 7831.0 /%m3 54.03 PWD(WB), BUILDING WORKS, Page-46, Item-13 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 5.76 = 5.76 Sq.m = 5.76 Sq.m 25.0 Sq.m 144.0 PWD(WB), BUILDING WORKS, Page-25, Item-10 (B) (ii) (a) |
| 5 | Cement Concrete with 30mm down graded Shingles excluding shuttering (1:3:6) in foundation : Column Foundation 2.0 x 1.2 x 1.2 x 0.075 = 0.22 Cum. Plinth 2.0 x 1.5 x 0.25 x 0.7 = 0.53 Cum. Floor 1.0 x 2.25 x 0.075 = 0.169 Cu.M Total 0.919 Cu.M 3835.0 /m3 3524.37 PWD(WB), BUILDING WORKS, Page-15, Item-7 (ii) |
| 6 | Ordinary cement concrete ( mix 1:1.5:3) with graded stone chips (20mm down excluding shuttering and reinforcement,if any in ground floor. As per relevent I.S.Codes .river bazree (1.2*1.2*0.25)+.3/3{(1.2*1.2)+(.45*.45+(√(1.2*1.2x.45*.45)} = .578 m3 Foundation 1.0 x 0.45 = 0.45 Cu.M column up to plinth level 2.0 x 0.25 x 0.25 x 0.7 = 0.088 Cu.M Tie Beam 1.0 x 1.5 x 0.25 x 0.25 = 0.094 Cu.M column from plinth level to slab 1.0 x 0.25 x 0.25 x 4.5 = 0.281 Cu.M slab 1.0 x 2.25 x 0.15 = 0.338 Cu.M Lintel 1.0 x 1.0 x 0.25 x 0.15 = 0.038 Cu.M Top Band 1.0 x 1.0 x 0.2 x 0.2 = 0.04 Cu.M CC Basin 1.0 x 1.5 x 0.3 x 0.075 = 0.034 Cu.M Total 1.363 Cu.M 5535.0 Cu.M 7544.21 PWD(WB), BUILDING WORKS, Page-28, Item-15 |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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. (b) Extra for works beyound the roof of ground floor/ initial 4.0m . (i) Upto 4th floor roof in each addl. Floor (1st floor) 0.012 x of x 1.363 x 7.85 = 0.128 MT 63049.0 MT 8070.27 PWD(WB), BUILDING WORKS, Page-27, Item-12 |
| 8 | Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to 1st floor) 25 mm. to 30 mm. thick wooden shuttering as per decission & direction of E-I-C. at 1st floor. Foundation 4.0 x 1.5 x 0.25 = 1.5 Sq.m column up to plinth level 2.0 x 1.0 x 0.7 = 1.4 Sq.m Tie Beam 2.0 x 2.5 x 0.25 = 1.25 Sq.m column from plinth level to slab 2.0 x 1.0 x 4.5 = 9.0 Sq.m Slab 1.0 x 1.5 x 1.5 = 2.25 Sq.m Lintel 1.0 x 1.0 x 0.375 = 0.375 Sq.m Top Band 2.0 x 1.0 x 0.6 = 1.2 Sq.m Total 16.98 Sq.m 351.0 Sq.m 5959.98 PWD(WB), BUILDING WORKS, Page-164, Item-2(i) |
| 9 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). a) with 6:1 cement mortar i) 15 mm. thick plaster - Lum Sum ( Details in bill ) = 25.0 Sq.M 148.0 Sq.M. 3700.0 PWD(WB), BUILDING WORKS, Page-172, Item-16 |
| 10 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\\"s specification: i) Up to 4th floor (1st floor) : b) Two coats - Lum Sum ( Details in bill ) 25.0 Sq.M 53.0 Sq.M. 1325.0 Page 96 , Item - 01 |
| 11 | Suplly of G.I. pipes of TATA make including necessary socket. Medium quality. (i) 20 mm dia 6.0 Mt 192.0 M t 1152.0 (ii) 25 mm dia 6.0 Mt 278.0 M t 1668.0 Page No. 10 , Item No. 18. |
| 12 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C.pipes for above ground work pipes for above ground work etc. fitting and fixing all necessary including cost of jointing materials paints (i) 20 mm dia 24.0 Mt 43.0 M t 1032.0 (ii) 25 mm dia 12.0 Mt 42.0 M t 504.0 Page No. 11 , Item No. 19. |
| 13 | Supplying, fitting and fixing PVC pipes for underground work of approved make (medium duty) conforming to ASTMD - 1785 (i) 20 mm dia 24.0 Mt 150.0 M t 3600.0 (ii) 25 mm dia 12.0 Mt 200.0 M t 2400.0 PWD (S) P-6 ITEM No. 7/f |
| 14 | Supplying, fitting and fixing bib cock or stop cock(f) (I) Polythene Bib Cock/ Stop Cock (HD) with metal inlet (EMCO / ATLAS or equivalent)15mm ,P-64 Sl.No.-35A/a(ii) & B/(ii) |
| 15 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors including borders to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide of required to match colour of tiles including roughening of concrete surfacce, if nedessary or by synthetic adhesive & grout materials etc P-32 /Item No. 6 |
| 16 | Supplying P.V.C. water storage tank of approved quality with closed top with lid - Multilayer (d) 1000 litre capacity 1.0 Each 5128.0 Each 5128.0 Page No. 33 Item No. 10 |
| 17 | Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity 1.0 Each 155.0 Each 155.0 |
| 18 | Supply and fitting fixing of 3.5 H.P. submerciable pump with switch board and wire. L.S. ( Rate to be fixed as per quatation) |
| 19 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement |
| 20 | Display Board TOTAL = 92919.69 Say = 92920.0 Add 18 % CGST+SGST 16725.6 109645.6 Add 1 % LC 1096.456 110742.06 Add 3 % Contingency = 3289.368 Ground TOTAL = 114031.43 Say = 114031.0 |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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