Zilla Parishad Tender

[Page No-286,Item No-12.04 of PWD Roads Schedule] Rate analysis attached. Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. 2. Compaction factor of dry clean sand is 0.835. 1X 50:00M X 0.150M =

[Page No-47,Item No-03 of PWD Building Schedule] 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. Bed 1x50:00mx1.050m=

[Page No-332,Item No-18.05(b) of PWD Roads Schedule] Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. wall 2x2x50:00mx6m=120 +bed 2x5.00mx0.100m=10+slab side 4x25.00x1mx0.100=10

[Page No-302,Item No-13.01(d) of PWD Roads Schedule] Rate analysis attached. Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. M-20 Grade[Page No-302,Item No-13.01(d) of PWD Roads Schedule] Rate analysis attached. Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. M-20 Grade wall 1x50.00mx1.050mx0.100=5.25+bed 2x50.00mx0.2225mx0.600m=13.50+slab side 50x1.00mx1.050mx0.100=5.25

[Page No-44,Item No-40 of PWD Building Schedule] 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 every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. I. SAIL/ TATA/RINL.

[Page No-189,Item No-01 of PWD Building Schedule] Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 - (c) 10 mm thick plaster

[Page No-189,Item No-01 of PWD Building Schedule] Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 - (c) 10 mm thick plaster

[Page No-270,Item No-8.07 of PWD Roads Schedule] Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with stone chips reinforced with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) 1.00

Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling wilh heavy brass C.P. nut, 15 mm dia. (iii) 600 mm long

a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

(b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar

Wash basin vitreous china of approved make (without fittings) suppIied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (ii) 550 mm X 400 mm size

Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iii) 900 mm lonq

Supplying P.V.C. water storage tank of approved qua jV with closed top with lid (Black) - Multilayer (a) 500 litre capacity

Labour for hoisting plastic water storage tank. (i) Upto 1500 litre capacity. (a) Upto 1st story from G.L.

Labour for punching hole in plastic water storage tank upto 50 mm dia.

Supplying,fitting and fixing check valve (horizontal) G.M tested to 21 kg per sq. cm. (iii) 25 mm

Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm. iii) 25 mm

Supply and installation solar system for lifting of water by 1 HP pump with the following item- 1) 160 Watt Solar Panel 3 nos., b) 150 Amp Solar Battery with Inverter, GI Structure Setup, DC wire 4 Sq.mm 20 Mtr., MCB Connector with Earthening , necessary nut bolt washer, screw etc all complete in all respect and carriage.

Supply and installation with neccesarry electrical connection of 1 HP Monoblock water Pump of crompton inculiding all necessary connection etc all complete.