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Construction Of New Maa Bari Construction Of New Maa Bari Toilet Block Handpump Drilling And Installation Work At Dist Dausa 15 Nos, dausa-Rajasthan

Swachh Bharat Mission Gramin has published Construction Of New Maa Bari Construction Of New Maa Bari Toilet Block Handpump Drilling And Installation Work At Dist Dausa 15 Nos. Submission Date for this Tender is 27-03-2023. Hand Pump Tenders in dausa Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

36750931
Corrigendum : Construction Of New Maa Bari Construction Of New Maa Bari Toilet Block Handpump Drilling And Installation Work At Dist Dausa 15 Nos
Open Tender
Indian
Rajasthan
dausa
27-03-2023

Tender Details

Construction Of New Maa Bari Construction Of New Maa Bari Toilet Block Handpump Drilling And Installation Work At Dist Dausa 15 Nos

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Mar-2023 DATE CORIGENDUM Date 27-03-2023

Key Value

Document Fees
INR 2000 /-
EMD
INR 223000.0 /-
Tender Value
INR 1.11 Crore /-

BOQ Items

Name of Work:v CONSTRUCTION OF MAA BARI CENTER AT DAUSA 13 NOS
Sl. No. Item Description
1Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil (item 1.28 PWD BSR 2019)
2Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of Jhiri with watering and ramming and disposal of surpluexcavated soil as directed with in a lead of 50 meter(item 1.8 PWD BSR 2019)
3Providing and Layingin positionCement concrete including curring compaction etc.in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40mm nominal siz (item no.3.1.6 PWD BSR 2019)
4Random.Rubble.Stone masonry for with hard stone in foundation and plinth in cement sand mortarr above 30cm wall in cement mortar 1:6 (1 cement:6 sand)(item 6.1.6/B-29/PWD BSR 2019)
5Filling available excavated earth(excludingrock) in trenches,plinth side of foundation etc. in layers not esceeding 20cm. in depth consolidating each deposited layer by ramming and watering including leadu pto 50 meter and with all lift. (item no 1.25 /PWD BSR Dausa 2019)
6Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand (item no 1.27 PWD BSR Dausa 2019)
7Brick masonary in Foundation and plinth with bricks of class designation 75 in superstur 4.5m in cement sand mortar 1:6(1 cement:6sand) (item no 5.2.2 /PWD BSR Dausa 2019)
8Half brick masonry in foundation & plinth using bricks of designation 75 in 1:6 mortar(item no 5.8.33 /PWD BSR Dausa 2019)
9Centring and shuttering with plywood or steel sheets in cluding structing propping bacing bothways with wooden nembers and removel of formwork for superstructure up to 4.5m height above plinth level for suspended floors,roofs (item no 4.10.2 /PWD BSR Dausa 2019)
10Provoding & fabricating steel reinforcement for RCC work including cutting ,banding,palacing in position and binding complete including cost of binding wire in super structure for grounfloor TMT bars (item no 4.13.13 /PWD BSR Dausa 2019)
11Providing and laying in position specified grade of cement concrete for RCC Structure elements upto floor three level including curring compation finishing with rendering in cement sand mortar 1:3 suspended floors.roofs girders cantilavers,staircase landing balconies,bands,coping,badplates,anchor bloks bill and beams etc.M20(item no 4.3/PWD BSR Dausa 2019)
12Grading roof for water proofingtreatment with water proofing compound cement concrete 1:4(1 cement :4 coarse sand) (item no 10.17.3 /PWD BSR Dausa 2019)
13Random rubble dry stone Khanraja under floor(item no 11.26/PWD BSR Dausa 2019)
14Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding cost of centering and shuttering all work up to plinth level 1:5:10(1 cement:5coarse:10 graded stone aggregate 40mm nominal) (item no 3.1.7 /PWD BSR Dausa 2019)
15Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : size 100mmx60mm(item no 15.24.3 /PWD BSR Dausa 2019)
16Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally bracked with 25x3mm flat iron above and below lock rail of size 50x50mm beading extra including all fittings,as per direction or Engineer-in-charg(item no 9.17.1&2 PWD BSR Dausa 2019)
17Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :(item no 9.19.4 PWD BSR Dausa 2019)
18Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable (itme 9.26PWD BSR Dausa 2019) Partly fixed and partly openable [ fixed area not to exceed 33%
19Providing and fixing squre bars or oher flate welded to windows nd ventWindows and rill of door attached windows. (item no 9.27 /PWD BSR Dausa 2019)
20Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished , item no. (item no 9.3.1 /PWD BSR Dausa 2019)
21Kota stone slab flooring 25mm thick over 20mm(average) thick base lald over and jointed with grey cements lurry mixed with pigment to match the shade of the slab in cluding rubbing and polishing complete with a seof cement morter 1:4(1 cement:4coarse sand (item no 11.18 PWD BSR Dausa 2019)
22Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4
23Painting with synthetice namelpaint of approved brandand manufacture to glve an even shade two or more coats on new works(item no 12.46 /PWD BSR Dausa 2019)
24Plaster On new surface on walls in cement sand mortaer 1:6 including racking of joints etc,complete fine finish 20mm thick(item no 12.32 /PWD BSR Dausa 2019)
256 mm thick cement plaster to ceiling of mix 1:3 (1cement :6sand) (item no 12.32 /PWD BSR Dausa 2019)
26Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).(item no 7.14 /PWD BSR Dausa 2019)
27Making grooves as per design in plaster 10 mm to 20 mm wide(item no 12.19 /PWD BSR Dausa 2019)
28Providing and laying damp-proof course with cement concrete grade M-
29Distempering with drydistemper of approved brand shade (twoormorecosts) and of required shade on new work, over and including priming coat of whiting to glvean even shade including all scaffilding (item no 12.36 /PWD BSR Dausa 2019)
30P/F rigid PVC pipe (IS,4985 mark )class II/(4kg/cm2) of approved quality/make including joining the pipes with solvent cement rubber nings and lubricant(item no 3.16.3 /PWD BSR Dausa 2019)
31P & F PVC storage Tank (IS : 12701 marked indicating the BIS license No.), of approved make cover, 25mm dia 1M long G.I. over-flow pipe & 25cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design : 500Liter (item no.2.26/PWD BSR 2019)
32P & F GI pipe (internal work) with GI fittings (IS : 1239 mark) & MS clamps including cutting & making good the walls and floors (item no 2.1.5 /PWD BSR Dausa 2019) (A)15mm dia nominal bore "A" class pipe.
33Providing & fixing Indian type white glazed vitreous China 1st quality W.C.Orissa pan (IS : 2556) with 100mm vitreous china P or S trap including cutting & Making good the wall & floor size 530 x 410mm.(item no 1.2.1 /PWD BSR Dausa 2019)
34Labour charges for construction of Soakage well of 90 Cm. dia (Earth –work & its disposal ,with in a lead of 0.5 Km(item no 3.25/PWD BSR Dausa 2019)
35Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge(item no 10.16 /PWD BSR Dausa 2019)
36P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: (item no 3.17 /PWD BSR Dausa 2019)
37Coupler(socket 110mm)
38Plain T
39Bend
40Vent cowel
41Electric work in building(making connections,board, points, MCB box, fan, tube light, switch board etc
42Miscellaneous( Writing ofMaa badi mame, Wall paintings, slogan writtting, Lettering, Alphabet, table etc )
43Construction of tube well from ground level and up to 100 m depth and above in all type of alluvial strata by "bailing" method and without gravel packing as per IS: 2800 (Part - I&II) 1979 specfications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The Tube well shouldhave a throughtout bore as per nominal bore of casing pipe. The work would be complete after obtaining sand free water. 150mm (item no. 4.1.2)
44Construction of tube well upto 100 m depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of 150 mm dia nominal bore 150 mm dia in all type of soil & over burden including lowering of casing pipes, excluding cost of casing pipes as per (IS:2800 ( part I & II 1979 specification). The work would be competed after obtaining sand free water. The tube well shouldhave a throughtout bore as per nominal dia 150 mm of casing pipes.150mm dia (item no. 4.2.2)
45Supplying of ERW M.S.Black casing pipe ISI marked (IS:4270/1992) of gradeFe 410 at site of worknominal bore 150 mm dia(item no. 4.5.2)
46Supplying & installation of 32 mm dia dia GI pipe medium class Pipe IS:1239 marked (B class) with stocksin 3 mtr length including all assessories and fittingrequried for installation of hand pump at site of work(item no. 4.16)
47Supplying of " Indian Marked" hand pump set completed ISI marked with cylinder including 12 mm dia 10 connecting rod etc. (IS 1239)(item no. 4.15)
48Installation of INDIA mark II hand pump set complete on existing plateform (item no. 4.13)
49Construction of 185cm.dia platform as per approved design and drawing of Unicef(item no. 4.14)
50Construction of drain from paltfrom to lower point nearby
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