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Tender For Construction Of Gravity Based Water Supply System In Sainik School Punglwa, Dimapur-Nagaland

Military Engineer Services-MES has published Tender For Construction Of Gravity Based Water Supply System In Sainik School Punglwa. Submission Date for this Tender is 08-04-2024. Water Supply Project Tenders in Dimapur Nagaland. Bidders can get complete Tender details and download the document.




Tender Notice

42528604
Corrigendum : Tender For Construction Of Gravity Based Water Supply System In Sainik School Punglwa
Open Tender
Indian
Nagaland
Dimapur
08-04-2024

Tender Details

Tender For Construction Of Gravity Based Water Supply System In Sainik School Punglwa

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Mar-2024 BOQ and other BOQ 27-03-2024
2 27-Mar-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 03-04-2024
3 03-Apr-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 08-04-2024

Key Value

Document Fees
INR 1000 /-
EMD
INR 228000.0 /-
Tender Value
INR 1.53 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF GRAVITY BASED WATER SUPPLY SYSTEM IN SAINIK SCHOOL PUNGLWA
Sl. No. Item Description
1Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed.
2Excavation over areas not exceeding 1.50 m in depth and getting out in Hard / Dense soil complete all as specified and as directed.
3Excavating over areas, exc 1.5mand n.exc 3m deep and getting outin Hard / Dense soil complete all as specified and as directed.
4Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep Hard / Dense soil complete all as specified and as directed.
5Material & Labour for boulder pitching, laid dry, hand packed tightly complete all as specified and as directed. Note: Boulders shall be as per Para 6.4 of MES SSR Part-I (2009)
6M & L for RCC (Design mix) M-20, using 20mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. Note:-(i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the GE.
7M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
8Material and labour for RCC M-30 (Design Mix)(20mm graded aggregates) for foundation and plinth beams etc complete all as specified and directed.Note:- Reinforcement and form work required shall be measured Note:-(i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the GE.
9M & L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with fair finished surfaces of concrete, flat complete all as specified and as directed.
10Material and labourfor RCC M-30 (Design Mix) (20mm graded aggregates) for beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the GE.
11Material and labour for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified and as directed. Note:-(i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the GE.
12Material and labour formwork to side of faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter fair finished surfaces all as specified and directed.
13Material and labourfor RCC M-30 (design mix)(20mm graded aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed. Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the GE.
14Material and labourFormwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work: n.exc 200mm thick (Horizontal or sloping) for flat rough finished surfaces all as specified and directed.
15Material and labour for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide with rough finished surfaces of concrete complete all as specified and as directed.
16Material and labour for mild steel TMT bars 10mm dia and over, cut to length bent to shape required, including cranking bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed.
17Material and labour for TMT steel bars 6mm to 8mm dia, cut to length,bent to shape required,including cranking bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips qualsecuring with clips all as specified and directed.
18Material and labour for TMT steel bars of 8mm dia to 10mm dia in stirrups spacers and binders complete all as specified and directed.
19M & L for rendering 10mm thick in cement mortar 1:4 including mixing liquid water proofing compound @ 200ml per bag of cement on brick masonry /concrete surface even and smooth without using extra cement complete all as specified and as directed. Note: Liquid Water proofing compoundwill be measured and paid separately.
20M & L for rendering 15mm thick in cement mortar 1:3 including mixing liquid water proofing compound @ 200ml per bag of cement on brick masonry /concrete surfaces as in floors (over roof slab) of any description, surfaces finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compoundwill be measured and paid separately.
21M & L for rendering 15mm thick in cement mortar 1:4 including mixing liquid water proofing compound @ 200ml per bag of cement on internal surfaces of brick masonry /concrete surfaces and as in floors of any description, surfaces finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compoundwill be measured and paid separately.
22Supply only Liquid water proofing compound (WPC) of best quality (ISI marked) completeall as specified and as directed.
23M & L for rendering 10mm thick in cement mortar 1:4 onbrick masonry/ concrete surfaces as in floors of any description, surface finished even and smooth without using extra cement complete all as specified and as directed.
24Material and labourfor rendering 5mm thick in CM 1:3 as in soffit of slab (ceiling) on fair faces of brick work or concrete surfaces, finished even and smooth without using extra surfaces complete all as specified and asdirected.
25M & L for rendering 15mm thick in cement mortar 1:4 onbrick masonry/ concrete surface even and smooth without using extra cement complete all as specified and as directed.
26Material & Labour for 100mm thick, PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth without using extra cement and providing necessary joints 12mm wide to the full depth of PCC at every 3 meters and every change of directions and the joints duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade any penetration and 3 parts of sand [all by weight] complete all as specified and as directed.
27Material and labour for preparation of newly plastered wall / Ceiling surfaces and applying Two coats of air drying, algae, fungal growth resistant paint over a Coat of anti fungal resistant Primer ofcomplete all as specified and as directed.
28Material and labour for preparation of newly plastered steel surfaces and applying Two coats of anti corrosion paint over a Coat of anti corrosion resistant Primercomplete all as specified and as directed.
29Material and labour for preparation of newly plastered wall surfaces and applying Two coats of Weather ProofPaint over a Coat of Weather Proof Exterior Primer complete all as specified and as directed.
30Supply and fixing manhole cover of 600x600x12mm thick of medium grade MS plate, fixed in concrete complete all as specified and as directed.
31Returning, filling in including spreading and levelling watering and well remming in layeres n.exc. 25cm thick complete all as specified and directed.
32Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
33Supply & fixing water bar of size 150x6mm complete all as specified and as directed.
34Material & Labour for Cast iron pipes of 300 mm bore with flanged ends, centrifugally cast, class B, in any length laid in trenches complete all as specified and as directed .
35Material and labour forbrick work with sub class `B` bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed.
36Material & labour for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted for retaining wall, abutments and similar work, built in Cement Mortar 1:6 complete all as specified and directed.
37Material & labour for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought face from straight edge held against the dressed surface not exceeding 40mmcomplete all as specified and directed.
38Material and labour for 20mm thick rendering in CM (1:6) onstone masonry surfaces or surface other than fair face of brick-work or on one side of lathing finished the surface even and smooth without using extra cement complete all as specified and directed.
39Material & labour for Plaincement concrete Type B0 [Nominal Mix] 1:2:4 using 12.5mm graded stone aggregate cast in situ in lintels up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
40Material and labour for providing precast reinforced cement concrete Type B1 (nominal mix) 1:2:4 (20mm graded aggregates) as in Landings, Cover Slabs [for manholes etc], Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed. Note:-(i) Reinforcement and form work required shall be measured and paid seperately
41M & L for gravel filling in the tank complete all as specified and as directed. Note: Gravels shall be as per IS : 4097 (1967).
42Material and labour for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. Note: Compacted thickness / Punned thickness shall be measured for payment purpose.
43Supply & Fixing PVC SWR perforated pipe of 110mm bore complete all as specified and as directed.
44Supply & FixingGI water tubing of 100 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
45Supply & FixingGI water tubing of 80 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
46Supply & FixingGI water tubing of 50 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
47Supply & FixingGI water tubing of 40 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
48Supply & FixingGI water tubing of 25 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
49S & F Sluice Valve, Cast Iron body, brass Spindle, Gun Metal Rings including Wheelfor operation, Flanged and Drilled, 80 mm Dia, confirming to IS – 14846, Class PN –1.6, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
50S & F Sluice Valve, Cast Iron body, brass Spindle, Gun Metal Rings including Wheelfor operation, Flanged and Drilled, 150 mm Dia, confirming to IS – 14846, Class PN –1.6, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
51S & F Sluice Valve, Cast Iron body, brass Spindle, Gun Metal Rings including Wheelfor operation, Flanged and Drilled, 200 mm Dia, confirming to IS – 14846, Class PN –1.6, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
52S & F Gun Metal Globe or Gate Valve of Class - I, Pressure Tested of 1.5 Mpa, 50 mm bore with iron wheel head, screwed both ends for iron pipe, conforming to IS, ISI Marked complete all specified and as directed.
53Supply and laying Cast iron pipes of 150 mm bore with flanged ends, centrifugally cast, class A, in any length laid in trenches complete all as specified and as directed .
54Supply and laying Cast iron pipes of 200 mm bore with flanged ends, centrifugally cast, class A, in any length laid in trenches complete all as specified and as directed .
55S & F Pressure Release Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheelfor operation, Flanged and Drilled, 100 mm Dia, confirming to IS – 14845, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
56S & F CI Bends, Tapers, Tee pieces (single & double branch) any type and angle/radius and straight connecting pieces, reducers, plugs but all ends flanged of size upto 200mm to 300 mm dia complete all as specified and as directed.
57S & F CI Bends, Tapers, Tee pieces (single & double branch) any type and angle/radius and straight connecting pieces, reducers, plugs but all ends flanged of size upto 150mm dia complete all as specified and as directed.
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